The elastic properties of concrete under bi-axial loading . AVERAGE STRESSES AlID AVERAGE , 2071. Average Average Defomiatiorx Average Defornation Unit on the Arm on the Cross Stress 1, k., -S, 11, 12, IS. 4, 5, 14, 15. 250 .000105c .000080c 210 17Sc I47c 445 299c 245c 665 421C 548 c 870 576c 456c 1080 794c 640c 1500 978c 857c 1420 1256c 976c »c denotes 4 UNIT STRESSES Al^-D UNIT , 2071. Unit Line Stress 1 2 S 4 5 6 230 .000143c .000110c .000080c ,000045c .000070c .000025c 210 210c 170c 177 c 117c 123 c 95 c 445 323c 310c 287c 187c XO t C 665 513c te
The elastic properties of concrete under bi-axial loading . AVERAGE STRESSES AlID AVERAGE , 2071. Average Average Defomiatiorx Average Defornation Unit on the Arm on the Cross Stress 1, k., -S, 11, 12, IS. 4, 5, 14, 15. 250 .000105c .000080c 210 17Sc I47c 445 299c 245c 665 421C 548 c 870 576c 456c 1080 794c 640c 1500 978c 857c 1420 1256c 976c »c denotes 4 UNIT STRESSES Al^-D UNIT , 2071. Unit Line Stress 1 2 S 4 5 6 230 .000143c .000110c .000080c ,000045c .000070c .000025c 210 210c 170c 177 c 117c 123 c 95 c 445 323c 310c 287c 187c XO t C 665 513c te^ ( C ^oUC 353c 200c 870 693 c O J. / c tiy r C 420c 23o C 1080 923 c 863 r OOo c 650c 297c 1300 1163c 103SC 857c 370c 1420 1540c 1?8? r» 1023c 400c Garage Line 7 8 11 12 15 14 15 000007t .000027c .000113c .000085c .000103c .000107c .000100c 73c 67c ±1 f Q X^oC Ayuc 170c 180c 47 c 60c 290c 263c 320c 317c 277c 231 17 c 593c 353c 395c 403 c 557c 70t 471 533c 467c 505c 550c 477c 190t 1671 750c 6S Oc 743c 677c 550c 307t 203t 907c 833 c 900c 907c 813c 530t 3631 1177 c 1050c 1120c 1020c 1005 c »c denot es coiapres sion, t denotes tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
