梁号截面内力水平地震作用M组合项目组合值①左M-200.4599.81-99.811.2①+1.3②-110.787左M-169.69141.95-141.951.0①+1.3②14.845梁号截面...
层号支座弯矩弯矩名称M恒M活ME1.2M恒＋1.4M活（KN.m）（KN.m）（KN.m）（KN.m）6层MABMBAMBCMCBi层号弯矩跨中弯矩跨间最大弯矩梁跨满布活载...
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...
层间剪力层间刚度Y4Za3.91508.9569.712.247.620.38115.170.6440.450.380000.38Zc3.91508.9569.712.5454.980.4128.785.8440.560.40000.4Zb3....
