The elastic properties of concrete under bi-axial loading . 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.
The elastic properties of concrete under bi-axial loading . 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. CALIBRATION OF D\1TA].I01;ILTER NO. 2 Load in Pounds. Reading. 0 ,0000 4500 .0021 12200 60 21600 100 33200 150 46000 197 63200 249 75100 288 92000 338 105400 373 120900 413 134300 454 153000 504 165900 534 181600 575 196300 622 210200 658 225000 700 192500 637 Down 148400 537 97900 403 47300 230 0 0000
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
