The elastic properties of concrete under bi-axial loading . J-I & I _iL. CONTROL BSAII3. Number 200120022003 Loadlb. 300041002670 Libdulus ofRupture 280 385 259 Age,days. 605968. 210 Load 470131019602710340041505120607070608120907098001120011730 18550 TESas OF STEEL IN BEALIS. Reading Unit UnitDefonnation Stress 0 0 .000025 1510 117 4220 182 6320 252 8740 537 10960 402 13400 505 16500 600 19600 700 22800 857 26200 930 29250 1022 31500 1103 36100 58 120 37800 62G5 AV. .6294Area .310 5
The elastic properties of concrete under bi-axial loading . J-I & I _iL. CONTROL BSAII3. Number 200120022003 Loadlb. 300041002670 Libdulus ofRupture 280 385 259 Age,days. 605968. 210 Load 470131019602710340041505120607070608120907098001120011730 18550 TESas OF STEEL IN BEALIS. Reading Unit UnitDefonnation Stress 0 0 .000025 1510 117 4220 182 6320 252 8740 537 10960 402 13400 505 16500 600 19600 700 22800 857 26200 930 29250 1022 31500 1103 36100 58 120 37800 62G5 AV. .6294Area .310 59300 1601470307042206120768092901094011450 17070 # 1 I ik f 10,0 .ooooco 520 125 4SS0 282 10200 427 15980 620 20280 800 25400 975 30800 1125 36200 Drop of Beam 37900 56500 Av. .6201 Area .302
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
