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
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
