The elastic properties of concrete under bi-axial loading . Average Stresses and Vertical Arm Avera^ie Average AverageUnit Deformation DeformationStress on the Arm on the Cross 1, 2, 3, 11, 4, 5, 14,12, IS. 15. 225 .0001190 •000068c 425 255c 243c 640 450c 370c 830 622c . 543c 1020 909c 78Sc 1190 1405c 1097 c 2G6 Average Deformations, 2062. Horizontal Arm Average Average AverageUnit Deformation DeformationStress on the Arm on the Cross 6, 7, 8, 13, 0, 10, 19,17, 18. 20. 105 .000037c .000020c 210 159c 50c 320 277 c 93 c 420 399c 115c 525 555c 131c 665 810c 212c c denotes compression. 2G7 UNIT ST
The elastic properties of concrete under bi-axial loading . Average Stresses and Vertical Arm Avera^ie Average AverageUnit Deformation DeformationStress on the Arm on the Cross 1, 2, 3, 11, 4, 5, 14,12, IS. 15. 225 .0001190 •000068c 425 255c 243c 640 450c 370c 830 622c . 543c 1020 909c 78Sc 1190 1405c 1097 c 2G6 Average Deformations, 2062. Horizontal Arm Average Average AverageUnit Deformation DeformationStress on the Arm on the Cross 6, 7, 8, 13, 0, 10, 19,17, 18. 20. 105 .000037c .000020c 210 159c 50c 320 277 c 93 c 420 399c 115c 525 555c 131c 665 810c 212c c denotes compression. 2G7 UNIT STRESSES MW UIIIT DEP0RHATI0IT3, 2062 UnitStress G L inf* 1 2 5 11 12 225 .000097t •OOOOOot oom •7*7 A .0002570 425 Hot 60c 210c 547c 490 c 537o 640 27 c 170c 403c 607c 7400 755c 8S0 l30o 5l5c 550c 7900 1003r S/ W 1020 577 c 5370 910c 997c l360r 1190 747c 887 c 1550c 1660c 2057g V7V7f\ 1510 UnitStress Gatige Line 4 5 14 15 225 .000020t .000000 •0000970 ,000197c 425 117c 2030 2450 410c 640 157c 3450 577c 603c 850 3070 517c 550c 797c 1020 515c 813 0 757c 10630 1190 790c 1160c 10730 13630 1510 »c» denotes compression, t denotes tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
