The elastic properties of concrete under bi-axial loading . Table AKD COMPUTED QUAl^TITIES, 8001 Load Moment ComputedValue or Value ofused In Computed Measured k J fc V U Average Unit Deformation Computa-tions oi oT<eex k 9800 60500 .07 .0 .537 .881 3010 830 85 19 .000094 .000057 .000058 .620 1800 19900 128900 .14 .8 .545 .814 6150 390 51 39 .000198 .000143 .000158 .556 4900 30000 185100 .87 .8 .545 .814 9300 670 67 51 .000380 .000254 .000304 .560 9430 40000 847000 .36 .4 .557 .806 18500 840 103 79 .000508 .000341 .000421 .554 13050 50000 308800 .44 .4 .557 .806 15600 1050 130
The elastic properties of concrete under bi-axial loading . Table AKD COMPUTED QUAl^TITIES, 8001 Load Moment ComputedValue or Value ofused In Computed Measured k J fc V U Average Unit Deformation Computa-tions oi oT<eex k 9800 60500 .07 .0 .537 .881 3010 830 85 19 .000094 .000057 .000058 .620 1800 19900 128900 .14 .8 .545 .814 6150 390 51 39 .000198 .000143 .000158 .556 4900 30000 185100 .87 .8 .545 .814 9300 670 67 51 .000380 .000254 .000304 .560 9430 40000 847000 .36 .4 .557 .806 18500 840 103 79 .000508 .000341 .000421 .554 13050 50000 308800 .44 .4 .557 .806 15600 1050 130 100 .000688 .000432 .000552 .540 17100 60000 370500 .58 .6 .573 .797 19000 1180 157 120 .000808 .000538 .000652 .560 20800 70000 438300 .71 .7 .580 .791 88300 1340 184 141 .000998 .000845 .000801 .560 24800 80000 494000 .83 .8 .586 .786 85700 1460 812 161 .001168 .000748 .000904 .565 28000 90000 555000 .98 .604 .773 89300 1500 843 186 .001369 .000859 .001047 .572 32400 100000 616000 .604 .773 38600 1665 870 207 Computed moment = Load x A
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1912
