位置截面荷载M(KN*m)V(KN)b(mm)左边跨-63.9673.48600-41.92-6.816.38-4.90地震左⑤40.96-11.0337.651地震右⑥-40.9611.03-37.65-27.5977.67-4.29-134.09106.34-102.19-67.2-74.52600-44.84-6.80-6.38-4.89地震左⑤-35.14-11.03-31.83地震右⑥35.1411.0331.83-130.4-107.59-98.12-39.04-78.91-15.37中跨-7.9010.44600-4.77-0.300.90-0.03地震左⑤13.00-10.839.75地震右⑥-13.0010.83-9.757.24-1.016.94-26.5627.15-18.42-7.90-10.44600-4.77-0.30-0.90-0.03地震左⑤-13.00-10.83-9.75地震右⑥13.0010.839.75-26.56-27.15-18.427.241.016.94右边跨-67.2074.52600-44.84-6.826.38-4.91地震左⑤35.14-11.0331.83地震右⑥-35.1411.03-31.83-39.0578.91-15.38-130.41107.59-98.13-63.96-73.48600-41.92-6.81-6.38-4.90地震左⑤-40.96-11.03-37.65地震右⑥40.9611.0337.65-134.09-106.34-102.19-27.59-77.67-4.29表6.9屋面横梁弯矩控制值计算(8层)M1=M-V*b/2A8恒1③活1④1.2×（③+0.5④）+1.3×⑤1.2×（③+0.5④）+1.3×⑥B8左恒1③活1④1.2×（③+0.5④）+1.3×⑤1.2×（③+0.5④）+1.3×⑥B8右恒1③活1④1.2×（③+0.5④）+1.3×⑤1.2×（③+0.5④）+1.3×⑥C8左恒1③活1④1.2×（③+0.5④）+1.3×⑤1.2×（③+0.5④）+1.3×⑥C8右恒1③活1④1.2×（③+0.5④）+1.3×⑤1.2×（③+0.5④）+1.3×⑥D8恒1③活1④1.2×（③+0.5④）+1.3×⑤1.2×（③+0.5④）+1.3×⑥位置截面荷载M(KN*m)V(KN)b(mm)左边跨-74.2473.00600-24.4425.37地震左⑤72.48-20.11地震右⑥-72.4820.11-9.5376.68-197.98128.9751.60-74.6560022.90-25.46地震左⑤3.11-66.26地震右⑥-3.1166.2679.71-190.9971.62-18.71中跨-4.219.88600-2.163.60地震左⑤24.51-20.43地震右⑥-24.5120.4325.51-12.54-38.2140.58-4.21-9.88600-2.163.60地震左⑤-24.51-20.43地震右⑥24.5120.43-38.21-40.5825.5112.54右边跨-74.6573.14600-25.4625.69地震左⑤66.26-20.10地震右⑥-66.2620.11-18.7277.04-190.99129.33-74.24-73.00600-24.44-25.37地震左⑤-72.48-20.11地震右⑥72.4820.11-197.98-128.97-9.53-76.68表6.10屋面横梁弯矩控制值计算(7层)A7恒1③活1④1.2×（③+0.5④）+1.3×⑤1.2×（③+0.5④）+1.3×⑥B7左恒1③活1④1.2×（③+0.5④）+1.3×⑤1.2×（③+0.5④）+1.3×⑥B7右恒1③活1④1.2×（③+0.5④）+1.3×⑤1.2×（③+0.5④）+1.3×⑥C7左恒1③活1④1.2×（③+0.5④）+1.3×⑤1.2×（③+...
