hi层次10987654321-1/m3.903.903.903.903.903.905.10Vi∑Dij18990189901899018990189901899022865Vi1K13.5725.0135.2543.7450.0254.5869.07各层柱端弯矩及剪边柱y0.810.810.810.810.810.810.570.3500.4000.4500.4500.5000.5000.500/KN（N/mm）Di1741.2010372601366.3010372601925.2010372602391.0010372602732.0010372602981.0010372603105.201027840层次121110987654321Mlb0.000.000.000.000.000.000.000.000.000.000横向框架在风荷载作用下梁端弯矩、剪力及柱轴力边梁走道梁MrblVbMlbMrbl30.15#DIV/0!0.000.0064.74#DIV/0!16.9616.96105.79#DIV/0!39.0939.09138.54#DIV/0!55.6955.69156.02#DIV/0!69.1769.17181.62#DIV/0!86.8586.85#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!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!矩及剪力计算中柱Mbi1Mui118.5239.0261.8676.7697.54106.43176.130.000.000.000.000.0034.4058.5375.6093.8297.54106.43176.130.000.000.000.000.00Di1Vi1K23574.0016.8423574.0031.0523574.0043.7523574.0054.3423574.0062.0923574.0067.7525043.0075.65y0.360.450.460.460.500.500.65Mbi2Mui223.6454.4977.6396.43121.08132.11248.850.000.000.000.000.0042.0366.6092.99115.50121.08132.11136.960.000.000.000.000.00Vb#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!柱轴力边柱N中柱N#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!i1i1
i2
6.756.756.756.756.756.756.75i2横梁刚度
i1/(i1+i2)2.660.7173222.660.7173222.660.7173222.660.7173222.660.7173222.660.7173222.660.717322#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!i2/(i1+i2)0.2826780.2826780.2826780.2826780.2826780.2826780.282678#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!