风荷载

层次43213.93.93.94.3510.9723.3835.2747.7237.0437.0437.0424.5柱别边柱中柱边柱中柱边柱中柱边柱中柱6.6912.236.6912.236.6912.235.656.6-1.98-3.62-4.22-7.72-6.37-11.65-11.00-12.86 表3.10 风荷载作用下梁端、跨中弯矩和剪力

边跨梁梁端弯中跨梁端弯矩矩节点左右梁线刚度比左梁4321边柱中柱边柱中柱边柱中柱边柱中柱-2.32-5.37-6.59-13.55-11.18-21.80-24.89-27.57-5.41-8.76-9.88-16.56-13.66-23.62-18.03-22.5601.51101.51101.51101.51129.2126.6920.2522.3612.2013.195.415.27层次柱别 表3.11 风荷载作用下柱轴力 层次4321柱别边柱中柱边柱中柱边柱中柱边柱中柱0.00-1.590.00-3.790.00-6.360.00-8.340.000.00-1.590.00-3.790.00-6.360.00-5.93557257-5.93557257-3.77690522-4.676720115-4.676720115-2.959752121-2.692068099-2.692068099-1.720502961风荷载作用下梁端剪力-1.200508933-1.200508933-0.758296477剪力及柱端弯矩

0.30.380.40.450.450.480.580.55-2.32-5.37-6.59-13.55-11.18-21.80-24.89-27.57-5.41-8.76-9.88-16.56-13.66-23.62-18.03-22.563.93.93.93.93.93.93.93.9

矩

风载下梁端剪力右梁-1.593.49-3.798.73-6.3614.80-8.3417.67-8.34-11.78-6.36-9.87-3.79-5.82-1.59-2.33边跨梁跨中弯矩-0.070.501.06-1.26 柱轴力-1.2005089330.442212456-3.8925770311.413777593-8.5692971463.130745587-14.504869725.289412937