基顶荷载的标准值组合表柱号截面内力恒载活载风载abcdef下M-7.88-2.020.05-0.0458.12-58.12N1779.12202.97-0.391.3-49.4949.49V-4.3-1.10.03-0.0218.51-18.51下M6.591.38-0.310.2534.72-34.72N2505.87206.7146.85-16.08-55.0155.01V3.590.75-0.170.1420.22-20.22基顶荷载的抗震标准值组合表柱号截面内力水平地震作用abc组合项目组合值组合项目下M-8.88150.63-150.63a+c-159.51a+bN1829.15-153.03153.031982.18V-4.8447.97-47.97-52.81下M7.26197.16-197.16a+c-189.90a+bN2577.30-171.50171.502748.80V3.9665.07-65.07-61.11A柱B柱重力荷载代表值Nk,max及相应的Mk.VkNk,min及相应的Mk.VkA柱B柱准值组合表组合项目组合值组合项目组合值组合项目组合值a+b+d+f-68.06a+c+e50.24a+b+d+f-68.062032.881729.632032.88-23.9314.21-23.93a+b+c+f-27.06a+d+e41.31a+b+d+e42.942814.442450.862641.49-16.0523.8124.70合表组合值组合项目组合值141.75a+c-159.511676.121982.1843.13-52.81204.42a+b204.422405.802405.8069.0369.03Nk,max及相应的Mk.VkNk,min及相应的Mk.Vk︱M︱k,max及相应Nk,VkNk,min及相应的Mk.Vk︱M︱k,max及相应Nk,Vk基顶荷载柱号截面内力恒载活载abcd下M-7.88-2.020.05-0.04N1779.12202.97-0.391.3V-4.3-1.10.03-0.02下M6.591.38-0.310.25N2505.87206.7146.85-16.08V3.590.75-0.170.14基顶荷载的抗震设计值组合柱号截面内力水平地震作用abc组合项目下M-8.88150.63-150.631.2a+1.3cN1829.15-153.03153.03V-4.8447.97-47.97下M7.26197.16-197.161.2a+1.3cN2577.30-171.50171.50V3.9642.65-42.65A柱B柱重力荷载代表值Nk,max及相应的Mk.VkA柱B柱基顶荷载的设计值组合表风载ef组合项目组合值组合项目组合值58.12-58.12-85.281.2a+1.26(c+e)63.84-49.4949.492454.682072.1018.51-18.51-29.8918.2034.72-34.72-34.491.2a+1.26(d+e)51.97-55.0155.013395.842917.4720.22-20.22-20.4429.96的抗震设计值组合表组合值组合项目组合值组合项目组合值-206.48a+1.3b186.941.2a+1.3c-206.482393.921630.212393.92-68.1757.52-68.17-247.60a+1.3b263.571.2a+1.3c-247.603315.712354.353315.71-50.6959.41-50.69Nk,max及相应的Mk.VkNk,min及相应的Mk.Vk1.2a+1.26(b+d+f)1.2a+1.26(b+c+f),max及相应的Mk.VkNk,min及相应的Mk.Vk︱M︱k,max及相应Nk,Vk组合项目组合值1.2a+1.26(b+d+f)-85.282454.68-29.891.2a+1.26(b+d+e)53.713177.9330.91︱M︱k,max及相应Nk,Vk
