The elastic properties of concrete under bi-axial loading . 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 tensio
The elastic properties of concrete under bi-axial loading . 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 287 UlTIT AlIL UlTIT , 2003 Gaijjce Line 13 14 15 16 17 18 19 .000007t .000027t .0000G7C .000103c .000127c .000093c .000240c 231 20t 47 c 3S0c 267c 313c 420c 451 sot 47 c 567c 470c 523c 543c 37t 153t 131 757c 667 c 777c 683c 00 1431 73t 770c 653c 807c 660c Gau^e Line 20 21 22 23 24 (21; .000223c .000443c .000200c .00021SC .000223c ( .000163c 290c 607c 473c 447c 473c 527 c 547 c 707c 673c 723c 640c 427c 717c 8570 983 c 1013c 990c 577 c 600c 857c 1067c 112SC 1017c 577 c ; c denotes compression,t denotes tension.
Size: 1338px × 1868px
Photo credit: © The Reading Room / Alamy / Afripics
License: Licensed
Model Released: No
Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
