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1、武汉理工大学亚洲排名前百表 7.3.1恒载作用下梁端剪力及柱轴力表 7.3.2可变荷载作用下梁端剪力及柱轴力第1 页层次荷载引起的剪力q1q1q1q2q2q2lllaaava1vb左1vb右1vc左1vc右1vd1 va2vb左2vb右233.942.953.9417.0912.4317.096.02.46.00.280.500.2811.8111.813.543.5411.8111.8137.1837.187.4623.942.953.9411.228.1611.226.02.46.00.280.500.2811.8111.813.543.5411.8111.8124.4024.404.90

2、13.942.953.9411.228.1611.226.02.46.00.280.500.2811.8111.813.543.5411.8111.8124.4024.404.90接上vc左2vc右2vd2 vavb左vb右vc左vc右vd 7.4637.1837.1848.9948.9911.0011.0048.9948.994.9024.4024.4036.2236.228.448.4436.2236.224.9024.4024.4036.2236.228.448.4436.2236.22层次弯矩引起的剪力mamb左mb右mc左mc右mdlllvavb左vb右vc左vc右vd3-42.63

3、49.72-15.9015.76-49.8542.816.02.46.0-1.181.180.06-0.061.17-1.172-39.3041.53-4.936.09-41.2038.986.02.46.0-0.370.37-0.480.480.37-0.371-35.7940.17-6.507.89-39.7335.456.02.46.0-0.730.73-0.580.580.71-0.71层次总剪力abcdvavb左vb右vc左vc右 vd P1 P2P3P4gl柱自重N顶N底N顶N底N顶N底N顶N底347.8150.1711.0610.9550.1747.82162.96134.781

4、34.78162.966.883.6024.75210.77235.52196.02220.77195.89220.64210.78235.53235.8536.597.968.9236.5935.85159.60186.16159.96142.616.883.6024.75430.97455.72451.47476.22426.11450.86413.99438.74135.4936.957.869.0236.9335.50159.60189.47159.96142.616.884.4530.59650.81681.40710.50741.09656.77687.36616.85647.45

5、武汉理工大学亚洲排名前百表 7.3.3雪荷载作用下梁端剪力及柱轴力第2 页层次荷载引起的剪力q2q2q2lllaaava2vb左2vb右2vc左2vc右2vd2 vavb左vb右vc左vc右vd 30.830.600.836.02.46.00.280.500.281.791.790.360.361.791.791.791.790.360.361.791.7926.604.806.606.02.46.00.280.500.2814.3614.362.882.8814.3614.3614.3614.362.882.8814.3614.3616.604.806.606.02.46.00.280.50

6、0.2814.3614.362.882.8814.3614.3614.3614.362.882.8814.3614.36层次弯矩引起的剪力mamb左mb右mc左mc右mdlllvavb左vb右vc左vc右vd3-2.552.36-0.190.19-2.362.556.02.46.00.03-0.030.000.00-0.030.032-14.3116.30-3.493.49-16.3014.316.02.46.0-0.330.330.000.000.33-0.331-13.8616.16-3.733.73-16.1613.866.02.46.0-0.380.380.000.000.38-0.3

7、8层次总剪力abcdvavb左vb右vc左vc右 vd P1 P2P3P4gl柱自重N顶N底N顶N底N顶N底N顶N底31.831.760.360.361.761.833.164.784.783.166.883.600.004.994.996.906.906.906.904.994.99214.0214.692.882.8814.6914.0225.2538.2038.2025.256.883.600.0044.2644.2662.6762.6762.6762.6744.2644.26113.9714.742.882.8814.7413.9725.2538.2038.2025.256.884.4

8、50.0083.4883.48118.49118.49118.49118.4983.4883.48层次荷载引起的剪力q2q2q2lllaaava2vb左2vb右2vc左2vc右2vd2 vavb左vb右vc左vc右vd 31.651.201.656.02.46.00.280.500.283.593.590.720.723.593.593.593.590.720.723.593.5926.604.806.606.02.46.00.280.500.2814.3614.362.882.8814.3614.3614.3614.362.882.8814.3614.3616.604.806.606.02.

9、46.00.280.500.2814.3614.362.882.8814.3614.3614.3614.362.882.8814.3614.36层次弯矩引起的剪力mamb左mb右mc左mc右mdlllvavb左vb右vc左vc右vd3-3.924.27-0.860.86-4.273.926.02.46.0-0.060.060.000.000.06-0.062-14.4616.35-3.433.43-16.3514.466.02.46.0-0.320.320.000.000.32-0.321-13.8616.16-3.733.73-16.1613.866.02.46.0-0.380.380.00

10、0.000.38-0.38层次总剪力abcdvavb左vb右vc左vc右 vd P1 P2P3P4gl柱自重N顶N底N顶N底N顶N底N顶N底33.533.650.720.723.653.536.319.559.556.316.883.600.009.849.8413.9213.9213.9213.929.849.84214.0414.672.882.8814.6714.0425.2538.2038.2025.256.883.600.0049.1349.1369.6769.6769.6769.6749.1349.13113.9714.742.882.8814.7413.9725.2538.203

11、8.2025.256.884.450.0088.3588.35125.49125.49125.49125.4988.3588.35武汉理工大学亚洲排名前百表 7.3.4重力荷载代表值作用下梁端剪力及柱轴力第3 页层次荷载引起的剪力q1q1q1q2q2q2lllaaava1vb左1vb右1vc左1vc右1vd1 va2vb左2vb右233.942.953.9417.5112.7317.516.002.406.000.280.500.2811.8111.813.543.5411.8111.8138.0838.087.6423.942.953.9414.5210.5614.526.002.406.0

12、00.280.500.2811.8111.813.543.5411.8111.8131.5831.586.3413.942.953.9414.5210.5614.526.002.406.000.280.500.2811.8111.813.543.5411.8111.8131.5831.586.34vc左2vc右2vd2 vavb左vb右vc左vc右vd 7.6438.0838.0849.9049.9011.1811.1849.9049.906.3431.5831.5843.4043.409.889.8843.4043.406.3431.5831.5843.4043.409.889.8843.4

13、043.40层次弯矩引起的剪力mamb左mb右mc左mc右mdlllvavb左vb右vc左vc右vd3-43.9150.90-15.9915.86-51.0344.096.002.406.00-1.171.170.06-0.061.16-1.162-46.4649.67-6.687.83-49.3546.136.002.406.00-0.540.54-0.480.480.54-0.541-42.7248.25-8.379.76-47.8142.386.002.406.00-0.920.92-0.580.580.90-0.90层次总剪力abcdvavb左vb右vc左vc右 vd P1 P2P3P4gl柱自重N顶N底N顶N底N顶N底N顶N底348.7351.0611.2411.1251.0648.74164.54137.17137.17164.546.883.6024.75213.27238.02199.47224.22199.35224.10213.28238.03242.8643.939.4010

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