The elastic properties of concrete under bi-axial loading . 212 CALIBRATION OP GAUGE 849 WITH JACK B-2161 Gau^e Reading Pounds 10 18300 20 58700 25 48-100 50 57700 35 68300 40 78000 87900 96600 58 115000 CALIBRATION 0? :.ISTSR NO. 1 Reading Load in Poimds .0022 3000 38 5000 72 10000 105 15000 140 20000 170 25000 200 30000 229 35000 251 40000 280 45000 305 50000 330 55000 360 60000 390 65000 412 70000 435 75000 462 80000 488 85000 515 90000 540 95000 570 100000. SECOND CALIBRATION OP DYNAIIOIIETKR after the Series of Tests. Load In Pounds. Reading. 0 .0000 3900 28 10
The elastic properties of concrete under bi-axial loading . 212 CALIBRATION OP GAUGE 849 WITH JACK B-2161 Gau^e Reading Pounds 10 18300 20 58700 25 48-100 50 57700 35 68300 40 78000 87900 96600 58 115000 CALIBRATION 0? :.ISTSR NO. 1 Reading Load in Poimds .0022 3000 38 5000 72 10000 105 15000 140 20000 170 25000 200 30000 229 35000 251 40000 280 45000 305 50000 330 55000 360 60000 390 65000 412 70000 435 75000 462 80000 488 85000 515 90000 540 95000 570 100000. SECOND CALIBRATION OP DYNAIIOIIETKR after the Series of Tests. Load In Pounds. Reading. 0 .0000 3900 28 10300 70 21000 135 32900 198 40800 237 50000 287 59100 535 68100 380 78100 429 87700 479 99100 537 110100 592 119600 644 128600 689 137600 736 124800 687 99000 572 68800 429 50300 333 26000 189 0 1 120000 665 130000 714 139500 762 0 1 12200 88 32500 203 44600 268 60800 352 74100 422 90800 511 107000 594 123300 680 139200 762 0 1 0 0 11700 82 31100 194 45900 270 60100 548 77200 459 90500 509 106100 590 121000 670 139300 764
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
