各层柱端弯矩及剪力计算.xls

各层柱端弯矩及剪力计算.xls

《各层柱端弯矩及剪力计算.xls》由会员分享，可在线阅读，更多相关《各层柱端弯矩及剪力计算.xls（3页珍藏版）》请在冰豆网上搜索。

各层柱端弯矩及剪力计算层次hiViDij边柱/m/KN（N/mm）Di1Vi1Ky103.90741.2010372601899013.570.810.35093.901366.3010372601899025.010.810.40083.901925.2010372601899035.250.810.45073.902391.0010372601899043.740.810.45063.902732.0010372601899050.020.810.50053.902981.0010372601899054.580.810.50045.103105.2010278402286569.070.570.500321-1横向框架在风荷载作用下梁端弯矩、剪力及柱轴力层次边梁走道梁MlbMrblVbMlbMrbl120.0030.15#DIV/0!

0.000.00110.0064.74#DIV/0!

16.9616.96100.00105.79#DIV/0!

39.0939.0990.00138.54#DIV/0!

55.6955.6980.00156.02#DIV/0!

69.1769.1770.00181.62#DIV/0!

86.8586.8560.00#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

5#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

40.00#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

30.00#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

20.00#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

10#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

中柱Mbi1Mui1Di1Vi1KyMbi2Mui218.5234.4023574.0016.840.3623.6442.0339.0258.5323574.0031.050.4554.4966.6061.8675.6023574.0043.750.4677.6392.9976.7693.8223574.0054.340.4696.43115.5097.5497.5423574.0062.090.50121.08121.08106.43106.4323574.0067.750.50132.11132.11176.13176.1325043.0075.650.65248.85136.960.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00横梁刚度柱轴力i1i2i1/（i1+i2）Vb边柱N中柱N6.752.660.717322#DIV/0!

#DIV/0!

i1i26.752.660.717322#DIV/0!

#DIV/0!

6.752.660.717322#DIV/0!

#DIV/0!

6.752.660.717322#DIV/0!

#DIV/0!

6.752.660.717322#DIV/0!

#DIV/0!

6.752.660.717322#DIV/0!

#DIV/0!

6.752.660.717322#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

各层柱端弯矩及剪力计算i2/（i1+i2）0.2826780.2826780.2826780.2826780.2826780.2826780.282678#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!

#DIV/0!