毕业设计结构计算书
屋面梁的固端弯距。 MA~B＝MC~D＝-1/12×27.31kN/m×(8m)2＝-145.65KN.M
MB-C＝-1/12×16.53kN/m×(3m)2＝-12.4KN.M
标准层 MA~B＝MC~D＝-1/12×32.79kN/m×(8m)2＝-174.88KN.M
MA~B＝MC~D＝-1/12×10.78kN/m×(3m)2＝-8.09KN.M
21
毕业设计结构计算书
恒载作用时的弯矩计算上柱0.00下柱0.65右梁0.35-145.65左梁0.16145.65-20.79上柱0.00下柱0.29右梁0.55-12.40左梁0.5512.40上柱0.00下柱0.29右梁0.16-145.65左梁0.35145.65上柱0.00下柱0.65分配传递分配合计0.000.000.000.0094.6734.45-15.64113.4950.98-10.390.000.000.000.00-38.78-18.76-20.790.00-10.390.000.000.000.00-69.0638.7818.76-2.4455.1020.790.0010.390.000.000.000.0042.56-94.67-34.4525.49-1.05149.300.00-3.72-36.910.00-1.31-126.17-8.42-113.49-1.96-59.500.002.010.00156.0415.64-113.490.390.390.21-174.880.12174.88-20.180.230.230.43-8.090.438.0971.55-35.780.230.230.12-174.880.21174.88-37.070.390.39分配传递分配合计68.9047.34-28.2568.9034.45-28.2575.1137.07-10.09-15.20-163.10-37.53-19.39-3.64-60.55-37.53-18.76-71.5537.5319.393.6460.550.0037.5318.7620.18-18.54-68.90-47.3428.25-87.990.00-68.90-34.4518.54-1.96171.2835.78-6.93-50.8010.0915.20163.10-3.64-59.936.9350.803.6459.931.96-171.2828.25-75.1187.990.390.390.21-174.880.12174.88-20.180.230.230.43-8.090.438.0971.55-35.780.230.230.12-174.880.21174.88-37.070.390.39分配传递分配合计68.9034.45-23.1768.9034.45-23.1780.1837.07-10.09-12.47-160.36-37.53-18.76-3.78-60.07-37.53-18.76-71.5537.5318.763.7860.070.0037.5318.7620.18-18.54-68.90-34.4523.17-80.180.00-68.90-34.4518.54-2.03171.2035.78-7.20-51.0710.0912.47160.36-3.78-60.077.2051.073.7860.072.03-171.2023.17-80.1880.180.390.390.21-174.880.12174.88-20.180.230.230.43-8.090.438.0971.55-35.780.230.230.12-174.880.21174.88-37.070.390.39分配传递分配合计68.9034.45-23.1768.9034.45-23.1780.1837.07-10.09-12.47-160.36-37.53-18.76-8.00-64.29-37.53-71.5537.5318.763.7860.0737.5318.7620.18-18.54-68.90-34.4523.17-80.18-68.90-34.4518.54-4.30168.930.00-8.00-45.5335.78-15.25-59.1210.0912.47160.367.2051.073.7860.070.00-173.2423.17-80.1880.180.390.390.21-174.880.12174.88-20.180.230.230.43-8.090.438.0971.55-35.780.230.230.12-174.880.21174.88-37.070.390.39分配传递分配合计68.9034.45-23.1768.9034.45-23.1780.1837.07-10.09-12.47-160.36-37.53-18.76-3.78-60.07-37.53-18.76-71.5537.5318.763.7860.070.0037.5318.7620.18-18.54-68.90-34.4523.17-80.180.00-68.90-34.4518.54-2.03171.2035.78-7.20-51.0710.0912.47160.36-3.78-60.077.2051.073.7860.072.03-171.2023.17-80.1880.180.390.390.21-174.880.12174.88-20.180.230.230.43-8.090.438.0971.55-35.780.230.230.12-174.880.21174.88-37.070.390.39分配传递分配合计68.9034.45-9.6093.7668.900.00-9.6059.3037.07-10.09-37.53-18.76-8.00-64.29-37.53-71.5537.5318.764.7561.0437.5314.4320.18-18.54-68.90-34.4524.86-78.49-68.90-38.7418.54-4.30168.930.00-8.00-45.5335.78-15.25-59.1210.0913.38161.27-5.16-153.069.0652.934.7556.710.00-173.2424.86-82.780.440.320.24-174.880.13174.88-21.520.240.170.46-8.090.468.0976.39-38.190.170.240.13-174.880.24174.88-41.620.440.32分配传递分配合计77.4734.45-10.50101.4355.790.00-7.5648.2341.62-10.76-40.03-18.76-9.66-68.45-28.85-76.3928.8518.766.9654.5840.0321.52-20.81-77.47-34.4510.50-101.43-55.7920.81-5.19168.980.00-6.96-35.8238.19-18.43-64.720.009.6649.6910.760.007.56-48.23-5.64-149.6618.4364.720.00-174.175.64149.6627.89-14.4320.01-27.89 22
毕业设计结构计算书
重力荷载剪力楼层qABql/2MABMBAVABVBAMBCMCBVBCVCBMCDMDCVCDVDC622.5381.10873.9213472.7689.4529.564.1531.6014.6678.41104.7977.4484.77531.15112.14121.75100.29115.12109.1678.8771.5724.0219.15101.01107.88111.19113.09431.15112.14120.73100.29114.98109.3045.0957.6517.4025.77127.82120.73113.12111.16331.15112.14120.73100.83114.90109.3850.8645.0923.5119.66134.02120.73113.99110.29231.15112.14120.73100.29114.98109.3045.0945.0921.5921.59131.74120.73113.67110.61131.15112.14114.56100.83114.05110.2350.8650.8621.5921.59134.02114.56114.84109.44轴力楼层集中力F剪力VAB柱重轴力NA集中力F剪力VBC柱重轴力NB集中力F剪力VCD柱重轴力NC集中力Fd轴力Nd6203.5972.7631.72276.35207.0931.600328.14207.0977.44299.19203.59288.36308.0731.72359.8631.72330.91320.085285.61115.1231.72708.80301.6424.018794.68301.64111.1858762.89285.61718.79740.5231.72826.4031.72794.61750.514285.61114.9831.721141.11301.6417.3981254.74301.64113.121235.15285.61861.661172.8331.721286.4631.721266.87893.383285.61108.8231.721567.27301.6423.5081720.98301.64113.98581702.15285.611289.281598.9831.721752.7031.721733.871321.002285.61114.9831.721999.57301.6421.5852185.23301.64113.672170.77285.611717.222031.2931.722216.9531.722202.491748.941285.61114.0552.872430.95301.6421.5852650.41301.64114.842640.56285.612143.992483.8252.872682.0152.872693.422196.86
23
毕业设计结构计算书
活载剪力楼层qAB6543216.426.426.426.426.426.42ql/223.11223.11223.11223.11223.11223.112MAB20.325.5924.8124.8124.8123.54MBA28.3327.4327.3226.9727.3226.97VAB22.0022.8622.7622.8122.7622.64VBA24.2323.3723.4623.4123.4623.59MBC8.689.9510.311.4310.311.43MCB0.659.9510.310.310.311.43VBC8.307.047.047.417.047.04VCB2.957.047.046.667.047.04MCD23.4727.4327.3227.7927.3227.79MDC29.925.5924.8124.8124.8123.54VCD22.2223.3723.4623.5323.4623.70VDC24.0122.8622.7622.7022.7622.52qCD3.754.694.694.694.694.69ql/25.637.047.047.047.047.04楼层集中力F剪力VBA柱重轴力NA集中力F662.4224.227086.6552.32086.65539.3123.3680149.3240.390149.32439.3123.4610212.1040.390212.10339.3123.4120274.8240.390274.82239.3123.4610337.5940.390337.59139.3123.5880400.4940.390400.49轴力剪力VCB柱重轴力NB集中力F剪力VCD柱重2.9480.00077.4962.4222.220.00077.497.0350.000148.2839.3123.370.000148.287.0350.000219.1739.3123.460.000219.176.6580.000289.7439.3123.530.000289.747.0350.000360.6339.3123.460.000360.637.0350.000431.7539.3123.700431.75000000000000轴力NC集中力F轴力Nc86.4362.4286.4386.43132.6539.31148.59132.65178.8739.31210.66178.87225.9239.31273.50225.92288.7039.31336.27288.70351.7139.31398.10351.71
24
毕业设计结构计算书
恒载剪力楼层qAB65432121.8427.9427.9427.9427.9427.94ql/278.624100.584100.584100.584100.584100.584MAB70.94109.76108.3254.16108.32102.78MBA97.22117.99118.07116.45118.07116.46VAB74.97499.44199.23091.93399.23098.684VBA82.274101.727101.938109.235101.938102.484MBC29.2140.2339.4445.1539.9445.15MCB4.0940.2339.4445.1539.9445.15VBC30.9318.0618.0618.0618.0618.06VCB14.1918.0618.0618.0618.0618.06MCD80.72117.98118.07120.12118.07120.12MDC101.58109.76108.32108.32108.32102.78VCD75.73101.73101.94102.22101.94102.99VDC81.5299.4499.2398.9599.2398.18楼层集中力F剪力VAB柱重轴力NA集中力F6199.7574.9740274.72200.4331.72306.445265.9799.441671.85281.4431.72703.574265.9799.2301068.77281.4431.721100.493265.9791.9331458.40281.4431.721490.122265.9799.2301855.32281.4431.721887.041265.9798.6842251.69281.4452.872304.56轴力剪力VBC柱重轴力NB集中力F30.9330.000313.64200.4331.720345.3618.060746.58281.4431.720778.3018.0601179.74281.4431.7201211.4618.0601620.20281.4431.7201651.92100.5842135.88281.4431.7202167.60100.5842652.11281.4452.8702899.38剪力VCD柱重轴力NC集中力f轴力ND75.730366.07199.75281.2731.7196397.79312.99101.7257882.68196.8609.2331.72914.40640.95101.93821399.72196.8936.9831.721431.44968.70102.22291917.32196.81264.4531.721949.041296.172350.48196.81592.2031.722382.201623.922784.69196.81918.8952.872837.561971.76 25