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Homework # 2 solution2

# Homework # 2 solution2 - u(in Strain Stress Concrete(psi...

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u (in) Strain Stress, Concrete (psi) Stress, Steel (psi) Area of Concrete (in 2 ) Area of Steel (in 2 ) Concrete Load (lb) Steel Load (lb) u (in) Total Load (lb) u/length 29000000*str ain stress * area of concrete stress * area of steel Concrete load + Steel Load 0 0 0 0 94.92 5.08 0 0 0 0 0.0001 0.00001 33.915 290 94.92 5.08 3219.2118 1473.2 0.0001 4692.4118 0.0002 0.00002 67.66 580 94.92 5.08 6422.2872 2946.4 0.0002 9368.6872 0.0003 0.00003 101.235 870 94.92 5.08 9609.2262 4419.6 0.0003 14028.8262 0.0004 0.00004 134.64 1160 94.92 5.08 12780.0288 5892.8 0.0004 18672.8288 0.0005 0.00005 167.875 1450 94.92 5.08 15934.695 7366 0.0005 23300.695 0.0006 0.00006 200.94 1740 94.92 5.08 19073.2248 8839.2 0.0006 27912.4248 0.0007 0.00007 233.835 2030 94.92 5.08 22195.6182 10312.4 0.0007 32508.0182 0.0008 0.00008 266.56 2320 94.92 5.08 25301.8752 11785.6 0.0008 37087.4752 0.0009 0.00009 299.115 2610 94.92 5.08 28391.9958 13258.8 0.0009 41650.7958 0.001 0.0001 331.5 2900 94.92 5.08 31465.98 14732 0.001 46197.98 0.0011 0.00011 363.715 3190 94.92 5.08 34523.8278 16205.2 0.0011 50729.0278 0.0012 0.00012 395.76 3480 94.92 5.08 37565.5392 17678.4 0.0012 55243.9392 0.0013 0.00013 427.635 3770 94.92 5.08 40591.1142 19151.6 0.0013 59742.7142 0.0014 0.00014 459.34 4060 94.92 5.08 43600.5528 20624.8 0.0014 64225.3528 0.0015 0.00015 490.875 4350 94.92 5.08 46593.855 22098 0.0015 68691.855 0.0016 0.00016 522.24 4640 94.92 5.08 49571.0208 23571.2 0.0016 73142.2208 0.0017 0.00017 553.435 4930 94.92 5.08 52532.0502 25044.4 0.0017 77576.4502 0.0018 0.00018 584.46 5220 94.92 5.08 55476.9432 26517.6 0.0018 81994.5432 0.0019 0.00019 615.315 5510 94.92 5.08 58405.6998 27990.8 0.0019 86396.4998 0.002 0.0002 646 5800 94.92 5.08 61318.32 29464 0.002 90782.32 0.0021 0.00021 676.515 6090 94.92 5.08 64214.8038 30937.2 0.0021 95152.0038 0.0022 0.00022 706.86 6380 94.92 5.08 67095.1512 32410.4 0.0022 99505.5512 0.0023 0.00023 737.035 6670 94.92 5.08 69959.3622 33883.6 0.0023 103842.962 0.0024 0.00024 767.04 6960 94.92 5.08 72807.4368 35356.8 0.0024 108164.237 0.0025 0.00025 796.875 7250 94.92 5.08 75639.375 36830 0.0025 112469.375 0.0026 0.00026 826.54 7540 94.92 5.08 78455.1768 38303.2 0.0026 116758.377 0.0027 0.00027 856.035 7830 94.92 5.08 81254.8422 39776.4 0.0027 121031.242 0.0028 0.00028 885.36 8120 94.92 5.08 84038.3712 41249.6 0.0028 125287.971

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0.0029 0.00029 914.515 8410 94.92 5.08 86805.7638 42722.8 0.0029 129528.564 0.003 0.0003 943.5 8700 94.92 5.08 89557.02 44196 0.003 133753.02 0.0031 0.00031 972.315 8990 94.92 5.08 92292.1398 45669.2 0.0031 137961.34 0.0032 0.00032 1000.96 9280 94.92 5.08 95011.1232 47142.4 0.0032 142153.523 0.0033 0.00033 1029.435 9570 94.92 5.08 97713.9702 48615.6 0.0033 146329.57 0.0034 0.00034 1057.74 9860 94.92 5.08 100400.6808 50088.8 0.0034 150489.481 0.0035 0.00035 1085.875 10150 94.92 5.08 103071.255 51562 0.0035 154633.255 0.0036 0.00036 1113.84 10440 94.92 5.08 105725.6928 53035.2 0.0036 158760.893 0.0037 0.00037 1141.635 10730 94.92 5.08 108363.9942 54508.4 0.0037 162872.394 0.0038 0.00038 1169.26 11020 94.92 5.08 110986.1592 55981.6 0.0038 166967.759 0.0039 0.00039 1196.715 11310 94.92 5.08 113592.1878 57454.8 0.0039 171046.988 0.004 0.0004 1224 11600 94.92 5.08 116182.08 58928 0.004 175110.08 0.0041 0.00041 1251.115 11890 94.92 5.08 118755.8358 60401.2 0.0041 179157.036 0.0042 0.00042 1278.06 12180 94.92 5.08 121313.4552 61874.4 0.0042 183187.855 0.0043 0.00043 1304.835 12470 94.92 5.08 123854.9382 63347.6 0.0043 187202.538 0.0044 0.00044 1331.44 12760 94.92 5.08 126380.2848 64820.8 0.0044 191201.085 0.0045 0.00045 1357.875 13050 94.92 5.08 128889.495 66294 0.0045 195183.495 0.0046 0.00046 1384.14 13340 94.92 5.08 131382.5688 67767.2 0.0046 199149.769 0.0047 0.00047 1410.235 13630 94.92 5.08 133859.5062 69240.4 0.0047 203099.906 0.0048 0.00048 1436.16 13920 94.92 5.08 136320.3072 70713.6 0.0048 207033.907 0.0049 0.00049 1461.915 14210 94.92 5.08 138764.9718 72186.8 0.0049 210951.772 0.005 0.0005 1487.5 14500 94.92 5.08 141193.5 73660 0.005 214853.5 0.0051 0.00051 1512.915 14790 94.92 5.08 143605.8918 75133.2 0.0051 218739.092 0.0052 0.00052 1538.16 15080 94.92 5.08 146002.1472 76606.4 0.0052 222608.547 0.0053 0.00053 1563.235 15370 94.92 5.08 148382.2662 78079.6 0.0053 226461.866 0.0054 0.00054 1588.14 15660 94.92 5.08 150746.2488 79552.8 0.0054 230299.049 0.0055 0.00055 1612.875 15950 94.92 5.08 153094.095 81026 0.0055 234120.095 0.0056 0.00056 1637.44 16240 94.92 5.08 155425.8048 82499.2 0.0056 237925.005 0.0057 0.00057 1661.835 16530 94.92 5.08 157741.3782 83972.4 0.0057 241713.778 0.0058 0.00058 1686.06 16820 94.92 5.08 160040.8152 85445.6 0.0058 245486.415 0.0059 0.00059 1710.115 17110 94.92 5.08 162324.1158 86918.8 0.0059 249242.916 0.006 0.0006 1734 17400 94.92 5.08 164591.28 88392 0.006 252983.28 0.0061 0.00061 1757.715 17690 94.92 5.08 166842.3078 89865.2 0.0061 256707.508 0.0062 0.00062 1781.26 17980 94.92 5.08 169077.1992 91338.4 0.0062 260415.599
0.0063 0.00063 1804.635 18270 94.92 5.08 171295.9542 92811.6 0.0063 264107.554 0.0064 0.00064 1827.84 18560 94.92 5.08 173498.5728 94284.8 0.0064 267783.373 0.0065 0.00065 1850.875 18850 94.92 5.08 175685.055 95758 0.0065 271443.055 0.0066 0.00066 1873.74 19140 94.92 5.08 177855.4008 97231.2 0.0066 275086.601 0.0067 0.00067 1896.435 19430 94.92 5.08 180009.6102 98704.4 0.0067 278714.01 0.0068 0.00068 1918.96 19720 94.92 5.08 182147.6832 100177.6 0.0068 282325.283 0.0069 0.00069 1941.315 20010 94.92 5.08 184269.6198 101650.8 0.0069 285920.42 0.007 0.0007 1963.5 20300 94.92 5.08 186375.42 103124 0.007 289499.42 0.0071 0.00071 1985.515 20590 94.92 5.08 188465.0838 104597.2 0.0071 293062.284 0.0072 0.00072 2007.36 20880 94.92 5.08 190538.6112 106070.4 0.0072 296609.011 0.0073 0.00073 2029.035 21170 94.92 5.08 192596.0022 107543.6 0.0073 300139.602 0.0074 0.00074 2050.54 21460 94.92 5.08 194637.2568

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Homework # 2 solution2 - u(in Strain Stress Concrete(psi...

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