The elastic properties of concrete under bi-axial loading . Average Stresses and Average Deformations, 20G1, Vertical Arm. Average Average AverageUnit Deformation Deformation Stress on the Arm on theCross 1 ? F 11 4, 5, 14 12, Ic. 15. 225 .000091c .000068c 440 219 c 178c 655 394c 318c 860 5S2c 456 c lOSO 779c 599 c 12S0 1021c 778c 1475 1291c 943c 1530 1693c 1139c 1820 Horizontal Arm. Average Average Average Unit Deformation DeformationStress on the Arm on the Cross 6, 7, 8, 13, 9, 10, 19, 17, 18. 20. 110 .000007t .000028t 220 71c Olt SSO I33c 32c 425 203c 37c 535 275c 65c 635 356c 93c 745
The elastic properties of concrete under bi-axial loading . Average Stresses and Average Deformations, 20G1, Vertical Arm. Average Average AverageUnit Deformation Deformation Stress on the Arm on theCross 1 ? F 11 4, 5, 14 12, Ic. 15. 225 .000091c .000068c 440 219 c 178c 655 394c 318c 860 5S2c 456 c lOSO 779c 599 c 12S0 1021c 778c 1475 1291c 943c 1530 1693c 1139c 1820 Horizontal Arm. Average Average Average Unit Deformation DeformationStress on the Arm on the Cross 6, 7, 8, 13, 9, 10, 19, 17, 18. 20. 110 .000007t .000028t 220 71c Olt SSO I33c 32c 425 203c 37c 535 275c 65c 635 356c 93c 745 448c 139c 865 570c 174c9502020 c denotes compression, t denotes tension. 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 compression.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
