The elastic properties of concrete under bi-axial loading . 2G5 UNIT STRESSES AIJD UHIT DE^, 2061. unixstress Gauge Line 6 7 8 16 17 18 110 ,000000 .000007c .000027c .OOOOcOt .000020t .000027t 220 87 c 47c 107c 13C 57c 115c Sou llOc 130c 210c 53 c 120c 177c 160c 183 c 510c 123 c 167 c 277c 53 o 217c 240c 373c 187 c 265 c 575c 655 273c 323c 473c 237 c 543c 487c 74 o 353c 403c 573c 517c 437c 603c 865 477 c 550c 727c 405c 527c 757c UnitStress Ga-oge Line 9 10 19 20 110 .OOOOOct .000005c ,000050t .0000S5t 220 07c f CC 551 551 330 6Sc 1430 55t 251 425 83 c 177c • 70t 451 535 90c 203c 20
The elastic properties of concrete under bi-axial loading . 2G5 UNIT STRESSES AIJD UHIT DE^, 2061. unixstress Gauge Line 6 7 8 16 17 18 110 ,000000 .000007c .000027c .OOOOcOt .000020t .000027t 220 87 c 47c 107c 13C 57c 115c Sou llOc 130c 210c 53 c 120c 177c 160c 183 c 510c 123 c 167 c 277c 53 o 217c 240c 373c 187 c 265 c 575c 655 273c 323c 473c 237 c 543c 487c 74 o 353c 403c 573c 517c 437c 603c 865 477 c 550c 727c 405c 527c 757c UnitStress Ga-oge Line 9 10 19 20 110 .OOOOOct .000005c ,000050t .0000S5t 220 07c f CC 551 551 330 6Sc 1430 55t 251 425 83 c 177c • 70t 451 535 90c 203c 20t lot 655 133 c 2S0c 57t 051 745 213c 330c 50t 45c 865 217c 585c 07 c 90c c denotes compress ion, t denotes 0 2C4 UNIT STRESSES AlID UNIT EXPAITSIOlIS, 2061Uiiit Expansometers Stress Arm Cross 225 .OOOOllt .000017t 440 lit 17t 655 lit 17t 860 lit 17t 1080 24t 94t 1280 2Gt ll2t 1475 4lt I28t 15S0 t denotes tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
