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+1.4②B1C1C1M-32.88-12.52264.13-264.13-56.98V43.9416.68-82.6482.6476.07跨中M32.7112.2816.21-16.2156.44M-34.42-13.54-231.72231.72-60.26V-44.54-17.08-82.6482.64-77.36C1D1M-3.83-3.0280.29-80.29-8.81V9.714.50-66.9166.9117.95跨中M2.00-0.320.000.001.96M-3.83-3.02-80.2980.29-8.82V-9.71-4.50-66.9166.91-17.95D1E1M-34.42-13.54231.72-231.72-60.26V44.5417.08-82.6482.6477.35跨中M32.7112.28-16.2116.2156.44M-32.89-12.52-264.13264.13-56.99V-43.94-17.08-82.6482.64-76.63表7.2横梁内力组合(底层)1层D1左D1右E1左E1右F1左力组合1.35①+0.98②1.2×(①+0.5②)+1.3×③1.3×④-56.66296.40-390.3475.66-44.70170.1756.1967.6925.54-59.74-350.66251.81-76.87-171.1343.74-8.1297.98-110.7817.52-72.63101.342.392.212.21-8.12-110.7897.98-17.52-101.3472.63-59.74251.81-350.6776.86-43.74171.1356.1925.5467.69-56.67-390.35296.39-76.05-170.4144.46
