The elastic properties of concrete under bi-axial loading . Tension Face. 235 UNIT STRESSES AND UlTIT DE? 0RI.:/vTI01I3 , 2003 Total V ^ 111 W (A u Gaufce Line Load Unit lb. c 2 s 4 5 15000 340 .000017t .000010c .000057c 29700 660 871 oo X 30c 147 c 44000 920 60t O ST 113c 270c 57000 1155 I20t o? +<d r X 117c 357c 66000 1280 1201 occ 230c 553c 75000 1410 Gauge Line 6 7 8 9 10 11 12 .000127c .000117c .OOOOSSC .000110c .000100c 270c 280c 220c 250c lS7c 110c 171 397 c 475c 397c 4l3c 317c 163 c 00 547 c 653c 520c 630c 407c 190c lot 873c 1117 c 973c 1047c 857c 567 c 100c c denotes compression,t
The elastic properties of concrete under bi-axial loading . Tension Face. 235 UNIT STRESSES AND UlTIT DE? 0RI.:/vTI01I3 , 2003 Total V ^ 111 W (A u Gaufce Line Load Unit lb. c 2 s 4 5 15000 340 .000017t .000010c .000057c 29700 660 871 oo X 30c 147 c 44000 920 60t O ST 113c 270c 57000 1155 I20t o? +<d r X 117c 357c 66000 1280 1201 occ 230c 553c 75000 1410 Gauge Line 6 7 8 9 10 11 12 .000127c .000117c .OOOOSSC .000110c .000100c 270c 280c 220c 250c lS7c 110c 171 397 c 475c 397c 4l3c 317c 163 c 00 547 c 653c 520c 630c 407c 190c lot 873c 1117 c 973c 1047c 857c 567 c 100c c denotes compression,t denotes tension.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
