施工组织-梁内力组合

层次端点内力荷载类型恒载Sgk活载Sqk地震Sek1.2Sgk+1.4Sqk1.35Sgk+0.7*1.4Sqk1.2Sgk+0.7*1.4Sqk1.2(Sgk+0.5Sqk)±1.3Sek5AM-3