The elastic properties of concrete under bi-axial loading . 224: AVERAGE STRESSES A2ID AVERAGE , 2073 Average Average Deformation Average Deformation Unit on the Arm on the Cross Stress 1, 2, S, li, 12, IZ, 4, 5, 14, 15 240 ,000145c .000038c 450 279c 221c 670 S90c 330c 890 539c 454c 1095 716c 612c 1315 924c 782c 1500 1155c lOOGc 1960 c denotes 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 v


The elastic properties of concrete under bi-axial loading . 224: AVERAGE STRESSES A2ID AVERAGE , 2073 Average Average Deformation Average Deformation Unit on the Arm on the Cross Stress 1, 2, S, li, 12, IZ, 4, 5, 14, 15 240 ,000145c .000038c 450 279c 221c 670 S90c 330c 890 539c 454c 1095 716c 612c 1315 924c 782c 1500 1155c lOOGc 1960 c denotes 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 tension.


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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912