The elastic properties of concrete under bi-axial loading . AVERAGE STRESSES AHD AVERAGE DEPORi^TIOlIS, 2063,Horizontal Arm Vertical Arm Average Average AverageUnit Deformation Deformatlo:Stress on the Arm on the Cross 6, 7^ 8, IG, 9, 10, 19 17, 18. 20. 115 .000040c .000000 230 1070 19c 340 175c 56c 460 2S3C 70c 570 271c 88c 685 325c 96c 790 377c 99c 910 443c 132c 1030 501c 146c 1040 Average Average AverageUnit Deformation DeformatioStress on tlie Arm on the Cross 1, 2, 3, 11, 4, 5, 14,12, 13. 15. 225 .000090c .000099c 435 199c 178c 660 294c 252c 910 381c 353c 1080 553c 429c 1300 678c 548c 150
The elastic properties of concrete under bi-axial loading . AVERAGE STRESSES AHD AVERAGE DEPORi^TIOlIS, 2063,Horizontal Arm Vertical Arm Average Average AverageUnit Deformation Deformatlo:Stress on the Arm on the Cross 6, 7^ 8, IG, 9, 10, 19 17, 18. 20. 115 .000040c .000000 230 1070 19c 340 175c 56c 460 2S3C 70c 570 271c 88c 685 325c 96c 790 377c 99c 910 443c 132c 1030 501c 146c 1040 Average Average AverageUnit Deformation DeformatioStress on tlie Arm on the Cross 1, 2, 3, 11, 4, 5, 14,12, 13. 15. 225 .000090c .000099c 435 199c 178c 660 294c 252c 910 381c 353c 1080 553c 429c 1300 678c 548c 1500 892c 643 c 1680 1143c 764c 1915 1474c 826c 2160 c denotes 272 UNIT 3 TRRSSyiS A?IT) UIJIT DIJFORIvIATIONS, Unit Gause Line Stress 1 5 11 225 .000040t .000087(5 000157c .000027c • UUUUi/ / c • UUU<Ji^ c 455 331 260c 133c 43UC 660 20t 263c 420 c 193C 313c 597c 910 30c 353c 410c 293c 437c 760c 1080 123 C 477c 750c S83C 617c 967 c 1300 207c 5S0c 903c 533 c 743c 1123 c 1500 317c 750c 1100c 743c 1000c 1440c 1680 443c 913C 1347c 1030c 1350c 1773c 1915 5l3c 1Q53C 1633c 1453c 1983c 2200c 2160 c denotes compression, »t denotes tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
