The elastic properties of concrete under bi-axial loading . 2G7 UNIT STRESSES MW UIIIT DEP0RHATI0IT3, 2062 UnitStress G L inf* 1 2 5 11 12 225 .000097t •OOOOOot oom •7*7 A .0002570 425 Hot 60c 210c 547c 490 c 537o 640 27 c 170c 403c 607c 7400 755c 8S0 l30o 5l5c 550c 7900 1003r S/ W 1020 577 c 5370 910c 997c l360r 1190 747c 887 c 1550c 1660c 2057g V7V7f\ 1510 UnitStress Gatige Line 4 5 14 15 225 .000020t .000000 •0000970 ,000197c 425 117c 2030 2450 410c 640 157c 3450 577c 603c 850 3070 517c 550c 797c 1020 515c 813 0 757c 10630 1190 790c 1160c 10730 13630 1510 »c» denotes compression, t denotes
The elastic properties of concrete under bi-axial loading . 2G7 UNIT STRESSES MW UIIIT DEP0RHATI0IT3, 2062 UnitStress G L inf* 1 2 5 11 12 225 .000097t •OOOOOot oom •7*7 A .0002570 425 Hot 60c 210c 547c 490 c 537o 640 27 c 170c 403c 607c 7400 755c 8S0 l30o 5l5c 550c 7900 1003r S/ W 1020 577 c 5370 910c 997c l360r 1190 747c 887 c 1550c 1660c 2057g V7V7f\ 1510 UnitStress Gatige Line 4 5 14 15 225 .000020t .000000 •0000970 ,000197c 425 117c 2030 2450 410c 640 157c 3450 577c 603c 850 3070 517c 550c 797c 1020 515c 813 0 757c 10630 1190 790c 1160c 10730 13630 1510 »c» denotes compression, t denotes 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
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
