The elastic properties of concrete under bi-axial loading . UNIT STHESSUS AND UNIT DEFORI-IATIONS, 20G5 UnitStress Gauge Line 4 5 14 15 225 .000007c . OOOlPOo .0001G7C 435 53c 217c I57c 527 c 650 80c 550c 187c «^ «7 v v 910 157c 500c 250c 507c 1080 247c 617c 267 c 587 c 1300 557c 765 c 585c 690c 1500 445c 897c 475c 780c 1680 6l5c 1097c 5550 795c 1915 705c 1265c 557c 780c 2150 c denotes 274 UlIIT STRESSSS Ai>ID miH DEPOiUlATIONS, 2063 UnitStress Gau^e Line 6 7f o o 16 17 18 115 •000027c - oooir^op .000077c .oooosot .000003c .000005c 230 80c l30c 30c 73c 60c 317C 200c 63 c 153c
The elastic properties of concrete under bi-axial loading . UNIT STHESSUS AND UNIT DEFORI-IATIONS, 20G5 UnitStress Gauge Line 4 5 14 15 225 .000007c . OOOlPOo .0001G7C 435 53c 217c I57c 527 c 650 80c 550c 187c «^ «7 v v 910 157c 500c 250c 507c 1080 247c 617c 267 c 587 c 1300 557c 765 c 585c 690c 1500 445c 897c 475c 780c 1680 6l5c 1097c 5550 795c 1915 705c 1265c 557c 780c 2150 c denotes 274 UlIIT STRESSSS Ai>ID miH DEPOiUlATIONS, 2063 UnitStress Gau^e Line 6 7f o o 16 17 18 115 •000027c - oooir^op .000077c .oooosot .000003c .000005c 230 80c l30c 30c 73c 60c 317C 200c 63 c 153c 460 160c 410c 267c 140c 190c 570 220 c 410c 307 c 187c 230c 685 260c 4S0c 320c 260c 307c 790 297 c 507c 340c 363c 380c 910 365c 550c 3S3C 443c 477c 1030 393c 5S7c 427 c 533c 563c 1040 t denotes tension, c denotes compression.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
