五层教学楼(计算书及CAD建筑图(论文+DWG图纸)机械设计带图纸文档
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恒载作用下梁端剪力序号梁端弯矩梁间恒载跨度梁端剪力边跨中跨边跨中跨边跨中跨边跨MlMrMlMrqqLLVaVb左5129.39 107.5233.7133.7132.7411.988.102.70135.31129.914178.43 179.9032.3532.3543.859.288.102.70177.41177.773180.64 180.4732.2532.2543.859.288.102.70177.61177.572181.26 180.8732.1731.4043.859.288.102.70177.64177.541162.53 167.2834.9134.9143.859.288.102.70177.01178.18 恒载作用下柱轴力序号柱截面层高容重集中荷载梁端剪力边跨中跨边跨中跨边跨b(M)h(M)b(M)h(M)H(M)(kn/m3)NNVaVb左50.400.600.500.503.9025.0084.1576.15135.31129.9140.400.600.500.503.9025.00115.00183.68177.41177.7730.400.600.500.503.9025.00115.00183.68177.61177.5720.400.600.500.503.9025.00115.00183.68177.64177.5410.400.600.500.505.0025.00115.00183.68177.01178.18 活载作用下柱轴力序号集中荷载梁端剪力A柱B柱边跨中跨边跨中跨NNVaVb左VN顶N顶55.046.159.809.241.1414.8416.53413.6727.3437.6138.046.1666.1288.07313.6727.3437.6937.966.16117.48159.53213.6727.3437.7037.966.16168.85230.99113.6727.3437.5538.106.16220.07302.59活载作用下梁端剪力序号梁端弯矩梁间活载跨度梁端剪力边跨中跨边跨中跨边跨中跨边跨MlMrMlMrqqLLVaVb左511.699.422.102.102.350.848.102.709.809.24435.9637.718.608.609.344.568.102.7037.6138.04338.0839.188.328.329.344.568.102.7037.6937.96238.2139.278.318.319.344.568.102.7037.7037.96134.2136.448.878.879.344.568.102.7037.5538.10中跨Vb右Vc左16.1716.1712.5312.5312.5312.5312.8112.8112.5312.53中跨A柱B柱VN顶N底N顶N底16.17219.46242.86222.23246.6112.53535.27558.67620.59644.9612.53851.28874.681018.741043.1212.531167.321190.721416.871441.2412.531482.731512.731815.631846.88中跨Vb右Vc左1.141.146.166.166.166.166.166.166.166.16 恒载作用下梁端剪力梁端剪力 恒载作用下柱轴力梁端剪力活载作用下梁端剪力梁端剪力 恒载作用下梁端剪力序号梁端弯矩梁间恒载跨度边跨中跨边跨中跨边跨中跨MlMrMlMrqqLL5129.39107.5233.7133.7132.7411.988.102.704178.43179.9032.3532.3543.859.288.102.703180.64180.4732.2532.2543.859.288.102.702181.26180.8732.1732.1743.859.288.102.701162.53167.2834.9134.9143.859.288.102.70活载作用下梁端剪力序号梁端弯矩梁间活载跨度边跨中跨边跨中跨边跨中跨MlMrMlMrqqLL511.699.422.102.102.350.848.102.70435.9637.718.608.609.344.568.102.70338.0839.188.328.329.344.568.102.70238.2139.278.318.319.344.568.102.70134.2136.448.878.879.344.568.102.70梁端剪力边跨中跨VaVb左Vb右Vc左135.31129.9116.1716.17177.41177.7712.5312.53177.61177.5712.5312.53177.64177.5412.5312.53177.01178.1812.5312.53梁端剪力边跨中跨VaVb左Vb右Vc左9.809.241.141.1437.6138.046.166.1637.6937.966.166.1637.7037.966.166.1637.5538.106.166.16 恒载作用下梁端剪力活载作用下梁端剪力 竖向恒载作用下跨中弯矩计算（单位：kNm）层次梁端弯矩跨度梁间恒载边跨中跨边跨中跨边跨MlMrMlMrLLq5129.39107.5233.7133.718.102.7032.744178.43179.9032.3532.358.102.7043.853180.64180.4732.2532.258.102.7043.852181.26180.8732.1732.178.102.7043.851162.53167.2834.9134.918.102.7043.85 竖向活载作用下跨中弯矩计算（单位：kNm）层次梁端弯矩跨度梁间恒载边跨中跨边跨中跨边跨MlMrMlMrLLq511.699.422.102.108.102.702.35435.9637.718.608.608.102.709.34338.0839.188.328.328.102.709.34238.2139.278.318.318.102.709.34134.2136.448.878.878.102.709.34活载作用下梁端剪力序号梁端弯矩梁间活载跨度边跨中跨边跨中跨边跨MlMrMlMrqqL511.699.422.102.102.350.848.10435.9637.718.608.609.344.568.10338.0839.188.328.329.344.568.10238.2139.278.318.319.344.568.10134.2136.448.878.879.344.568.10恒载作用下中跨qAB跨BC跨11.98150.05-22.799.28180.46-23.899.28179.07-23.799.28178.56-23.719.28194.72-26.45活载作用下中跨qAB跨BC跨0.848.72-1.334.5639.76-4.444.5637.97-4.164.5637.86-4.154.5641.27-4.71梁端剪力中跨边跨中跨LVaVb左Vb右Vc左2.709.809.24
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