梁跨度剪力VAB=-VBAVBC=VCB4115.170.6115.1±115.1128.785.8128.7±128.7165.3135.2165.38.110±73.87±91.437.806.30±24.2±34.9±24.23±34.9±10.73174.8143.0245.4±245.4201.8165.1287.6±287.6282.9231.5418.18.110±186.85±231.257.806.30±55.4±82.4±79.64±117.3±37.62224.5180.0367.5±367.5256.8210.1421.9±421.9360.0294.5591.58.110±264.34±327.167.806.30±81±118.9±160.65±236.2±75.51187.1436.5367.1±367.1233.0432.7443.1±443.1327.5471.3622.08.110±277.97±344.037.806.30±82.7±124.9±243.35±361.1±117.7表10框架梁端弯矩、剪力及柱轴力计算结果层号边柱处（A轴）边柱处（C轴）中柱处（B轴）柱轴力NAB跨BC跨AB跨BC跨A柱C柱B柱Mcukbr∑MCMcu∑MCMbrMctMcuMbrMct∑MCMctMblMbrkbl
