The elastic properties of concrete under bi-axial loading . 262 UNIT STRE3Si^;S AITD UNIT , O A/^ 1 Unitstress JL 2 GaugeZ Line11 12 15 •UUUJJ/c ,000063c .000153c .000047c .000083c .000195c Of c 133 c 257c 223c 253c 585c A c c bob 173c 280c 413c 410c 457c 655c olUC 423 c 577c 590c 687 c 907c lUoU 430c 590c 733c 823c 925 c 1177c 1230 597 c 787c 953c 1070c 1200c 1520c 1475 770c 102SC 1183c 1357 c 1507c 1905c 1580 987 c 1470c 1610c 1920c 1770c 2405c unitStress 4 5 14 i Line15 225 AArtAAA ?000000 .000127c .000043c .000103c 440 Tin — 77c 655 loOc 520c 467c 8oO 2o0c 483c 480c 64-3 c 1
The elastic properties of concrete under bi-axial loading . 262 UNIT STRE3Si^;S AITD UNIT , O A/^ 1 Unitstress JL 2 GaugeZ Line11 12 15 •UUUJJ/c ,000063c .000153c .000047c .000083c .000195c Of c 133 c 257c 223c 253c 585c A c c bob 173c 280c 413c 410c 457c 655c olUC 423 c 577c 590c 687 c 907c lUoU 430c 590c 733c 823c 925 c 1177c 1230 597 c 787c 953c 1070c 1200c 1520c 1475 770c 102SC 1183c 1357 c 1507c 1905c 1580 987 c 1470c 1610c 1920c 1770c 2405c unitStress 4 5 14 i Line15 225 AArtAAA ?000000 .000127c .000043c .000103c 440 Tin — 77c 655 loOc 520c 467c 8oO 2o0c 483c 480c 64-3 c 1080 350c 590c 627 c 827 c 1280 513c 723 c 853c 1023 c 1475 660c 880 c 1020c 1215 c 1580 940c 1147c 1137c c denotes 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 tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
