层号杆件号截面内力荷载类别内力组合恒①活②地震左③地震右④1.2①+1.4②B5C5C5M-35.00-13.33146.45-146.45-60.67V44.0516.79-47.0447.0476.36跨中M30.8611.765.33-5.3353.50M-36.00-13.77-135.79135.79-62.48V-44.44-16.96-47.0447.04-77.07C5D5M-4.08-0.8046.97-46.97-6.01V9.714.50-39.1439.1417.95跨中M1.741.900.000.004.75M-4.08-0.80-46.9746.97-6.02V-9.71-4.50-39.1439.14-17.95D5E5M-36.00-13.77135.79-135.79-62.48V44.4416.96-47.0447.0477.07跨中M30.8611.76-5.335.3353.50M-35.00-13.33-146.45146.45-60.67V-44.05-16.79-47.0447.04-76.36表9.2横梁内力组合(五层)5层D5左D5右E5左E5右F5左力组合1.35①+0.98②1.2×(①+0.5②)+1.3×③1.3×④-60.32140.38-240.3975.911.78124.0853.1951.0237.16-62.09-227.99125.07-76.61-124.65-2.35-6.2955.69-66.4417.52-36.5365.234.213.233.23-6.29-66.4455.69-17.52-65.2336.53-62.09125.07-227.9976.612.35124.6653.1937.1651.02-60.32-240.39140.38-75.92-124.08-1.78
