The elastic properties of concrete under bi-axial loading . 225 UNIT GTRSSSiiS AND UNIT DEFOK-IATIONS, 2073 Unit GauA-e Line Stress 1 2 S 4 \j 240 .0000G3C .0002S7C .000050c .000083c 450 1900 S60p / \-/ V \^ 117c 257c 250c 163c 670 300c 450c lO V V«r f / G 590c 273c 890 390c 587 c O vUC 527c 417c 1095 550c 755c oy / c 720c 590c 1315 720c 895c v.*? V V V 897 c 823c 1500 867 c 1073c f c* w V/ 1195c 1070c 1960 Line 7 8 9 10 •000U27C ,000047c .oooosot .000047t 63 c 60c not 831 103c 17c 1651 1431 150c 57c 2451 2671 250c 95c 2971 270t 303c 57c 4071 3451 375c 43 c 620t 4951 c denotes compression, t d
The elastic properties of concrete under bi-axial loading . 225 UNIT GTRSSSiiS AND UNIT DEFOK-IATIONS, 2073 Unit GauA-e Line Stress 1 2 S 4 \j 240 .0000G3C .0002S7C .000050c .000083c 450 1900 S60p / \-/ V \^ 117c 257c 250c 163c 670 300c 450c lO V V«r f / G 590c 273c 890 390c 587 c O vUC 527c 417c 1095 550c 755c oy / c 720c 590c 1315 720c 895c v.*? V V V 897 c 823c 1500 867 c 1073c f c* w V/ 1195c 1070c 1960 Line 7 8 9 10 •000U27C ,000047c .oooosot .000047t 63 c 60c not 831 103c 17c 1651 1431 150c 57c 2451 2671 250c 95c 2971 270t 303c 57c 4071 3451 375c 43 c 620t 4951 c denotes compression, t denotes UNIT 3TRES3]]:3 AND UNIT DEP OHIvIATIONo , 2073. UnitStress 11 12 Gauge13 Line14 15 16 240 .000200c .000193c .000147c .000097c .000093c .0000730 450 367c 357c 287 c 230c 197 c 167 c 670 490c 483c 410c 300c 253c 220c 890 693c 673c 573c 417c 370c 330c 1095 903c 873c 787c 540c 493 c 460c 1515 1177c 1117c 1040c 720c 610c 6130 1500 1493c 1387 c 867c 773c 750c 1960 17 18 Line19 20 ExpansoinetonArm er .000070c .000003t •000050t .000057t .000052t 73c 37 c 37t 431 55t 70c 30o 113t 140t 98t 90c 20t l5St 1931 loot 183 c 03c 2131 303t 120t 197c 071 clOt 3831 181t 253c 171 457t 530t 262t o denotes compression, t denotes tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
