The elastic properties of concrete under bi-axial loading . 252 UNIT STKFIS SES AND UNIT DEPOIUviATIONS, 2056 UnitStress Gaioge Line 1 3 4 5 3 Average OOOlGcc ,000123c .0003330 .000087c .0000G7t .0001330 770 393c 370c 523c 310c 37t 313c 1140 587 c 717c 533c 67t 467 c 1530 u ^ <^ u 853c 990c 717c 37c 657c 1820 1260 c 1320c 830c 233c 943c 2220 Cube 205S-B UnitStress Gauge Line 1 2 5 4 5 6 Average 38G . 0000c7c , uuuUo r c . ,000070c .000130c .000170c .000027c .000077c 760 17 c 1030 187c 407c 437c 230o 1130 80c 293c 4l3c 537c 5530 180c 343c 1530 247 c 527 c 6330 7130 6030 410o 5230 1850 430c 7
The elastic properties of concrete under bi-axial loading . 252 UNIT STKFIS SES AND UNIT DEPOIUviATIONS, 2056 UnitStress Gaioge Line 1 3 4 5 3 Average OOOlGcc ,000123c .0003330 .000087c .0000G7t .0001330 770 393c 370c 523c 310c 37t 313c 1140 587 c 717c 533c 67t 467 c 1530 u ^ <^ u 853c 990c 717c 37c 657c 1820 1260 c 1320c 830c 233c 943c 2220 Cube 205S-B UnitStress Gauge Line 1 2 5 4 5 6 Average 38G . 0000c7c , uuuUo r c . ,000070c .000130c .000170c .000027c .000077c 760 17 c 1030 187c 407c 437c 230o 1130 80c 293c 4l3c 537c 5530 180c 343c 1530 247 c 527 c 6330 7130 6030 410o 5230 1850 430c 7130 810c 797c 637c 4230 637c 2300 753c 1147 c 12970 903c 8270 457c 953c 2790.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
