The elastic properties of concrete under bi-axial loading . 33 o 34 32 o Tension Face. 283 UlIIT STRI^SSES AND UITI? , 2002 Load, ComputedUnit GauGe Line Id. Stress,fQ 1 2 5 4 5 19700 450 •OOOOlSc .000000 •000043c .00009SC .000125c 39300 840 501 50t 63 c 220 c 307c 59500 1220 871 571 85 c 495 c 69200 1590 I50t 80t 85 c 400c 567 c 79200 1540 1651 1051 107c 475c 685c 89000 1660 195t 160t 103c 515c 767c Gauge Line 6 7 8 9 ID 11 12 .000105c .000150c .000100c .000017t .oooosot .000057c .000257c 255 c 245c 247c 05 c 1571 03 c 547c 577 c 575c 507c 071 1251 00 765c 450c 450c 585c lot I5
The elastic properties of concrete under bi-axial loading . 33 o 34 32 o Tension Face. 283 UlIIT STRI^SSES AND UITI? , 2002 Load, ComputedUnit GauGe Line Id. Stress,fQ 1 2 5 4 5 19700 450 •OOOOlSc .000000 •000043c .00009SC .000125c 39300 840 501 50t 63 c 220 c 307c 59500 1220 871 571 85 c 495 c 69200 1590 I50t 80t 85 c 400c 567 c 79200 1540 1651 1051 107c 475c 685c 89000 1660 195t 160t 103c 515c 767c Gauge Line 6 7 8 9 ID 11 12 .000105c .000150c .000100c .000017t .oooosot .000057c .000257c 255 c 245c 247c 05 c 1571 03 c 547c 577 c 575c 507c 071 1251 00 765c 450c 450c 585c lot I53t 27t 1000c 555c 550c 417c 50t I55t 531 1167c 645c 605c 517c 271 190t 451 1580c C» denotes compression > t denotes tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
