The elastic properties of concrete under bi-axial loading . 2G8 UJIIT STRESSES AND UNIT , 2062 Gauge Line s tress 6 7 8 16 17 18 105 .000067c .000070c .000023c .ooooiot .000023c .000050c 210 157c 177c 183c 110c 147 c 183 c 320 283c 297 c 340c 2l3c 237c 293c 420 480c 4S3c 387c 340c 337 c 367 c 525 650c 647 c 537c 543c 480c 473c 665 930c 933c 787 c 817c 747c 647c Unit GaiJige Line Stress 9 10 19 20 105 .0000106 .000007li .000033t .000050t 210 60c 97c 15 C 30c 320 155c 97c 75c 50c 420 173c 100c 153 C 53 c 525 190c 63 c 257 c 53 c 665 323c 83 c 575c 67o 0 denotes compression, t denot
The elastic properties of concrete under bi-axial loading . 2G8 UJIIT STRESSES AND UNIT , 2062 Gauge Line s tress 6 7 8 16 17 18 105 .000067c .000070c .000023c .ooooiot .000023c .000050c 210 157c 177c 183c 110c 147 c 183 c 320 283c 297 c 340c 2l3c 237c 293c 420 480c 4S3c 387c 340c 337 c 367 c 525 650c 647 c 537c 543c 480c 473c 665 930c 933c 787 c 817c 747c 647c Unit GaiJige Line Stress 9 10 19 20 105 .0000106 .000007li .000033t .000050t 210 60c 97c 15 C 30c 320 155c 97c 75c 50c 420 173c 100c 153 C 53 c 525 190c 63 c 257 c 53 c 665 323c 83 c 575c 67o 0 denotes compression, t denotes tension. 239 UNIT STRESSES MD UIIIT EDCPAIIS10N3, 20G2 Vertical Arm UnitStress 105 210 320 420 525 665 775 UnitDeformation .OOOOGlt 871 lS5t 190t 350t 661t 2690 Cross UnitStress 105 and 225 210 and 425 320 and 640 420 and 830 525 and 1020 665 and 1190 775 and 1510 UnitDeformation ,0000l2t I2t 18t 291 461 65t891 t denotes tension
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
