The elastic properties of concrete under bi-axial loading . •J. 232 UNIT STRESSES MB Ul^IT DEPOKIvlATIONS, 2050, S}:CO:iD TIJST unit Gavige Line Stress 1 2 3 7 f CI O Q 180 .000103c •000033c .000020c .000173c OOOOfi^^r* « V/V v L/<_< \J U T OCT *4 87 c 347 c 143 c 83c 490 453c 260c 157c 360c 250c 150c 650 533 c 353c 237c 397 c 240c ll3c 830 723c 460c 307c 537c 330c 187 c 980 940c 633c 413c 620c 510c 265c 1140 1120c 747c 513C 727 c 590c 330c 1285 1440c 1017c 683c 863c 797c 520c 1405 1960c 1390c 980c 1027c 967c 683c 1480 3960c 2740c 1700c 1043c 1177c 943c c denotes ooiapression

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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912