层次位置截面荷载M(KN*m)V(KN)b(mm)M1=M-V*b/26左边跨C6恒①-40.6662.18600-22.01活②-14.4619.21-8.70地震左③86.92-20.6980.71地震右④-86.9220.69-80.7155.5359.2573.31-170.46113.04-136.55恒①-54.48-68.36600-33.97活②-18.51-20.61-12.33地震左③-62.08-20.69-55.87地震右④62.0820.6955.87-157.19-121.30-120.804.22-67.5024.47中跨恒①-29.0018.30600-23.51活②-7.704.50-6.35地震左③54.55-36.3743.64地震右④-54.5536.37-43.6431.50-22.6224.71-110.3471.94-88.765左边跨C5恒①-45.1151.58600-29.64活②-32.4839.04-20.77地震左③153.41-38.31141.92地震右④153.4138.31164.90125.8135.52136.47-273.05135.12-232.51恒①-46.20-51.96600-30.61活②-36.96-40.60-24.78地震左③-122.42-38.31-110.93地震右④122.4238.31110.93-236.76-136.52-195.8081.53-36.9192.60中跨恒①-24.3814.60600-20.00活②-16.027.04-13.91地震左③107.57-71.7186.06地震右④-107.5771.71-86.06100.97-71.4879.53-178.71114.97-144.224左边跨C4恒①-42.7250.71600-27.51活②-17.4119.56-11.54地震左③214.90-54.80198.46地震右④-214.9054.80-198.46217.661.35218.07-341.08143.83-297.93恒①-48.84-52.83600-32.99活②-19.43-20.26-13.35地震左③-179.65-54.80-163.21地震右④179.6554.80163.21-308.31-146.79-264.27163.28-4.31164.57中跨恒①-17.6514.60600-13.27活②-5.867.01-3.76地震左③157.85-105.23126.28地震右④-157.85105.23-126.28180.51-115.06145.99-229.90158.54-182.34表7-2横梁弯矩控制值计算1.2×（①+0.5②）+1.3×③1.2×（①+0.5②）+1.3×④D6左1.2×（①+0.5②）+1.3×③1.2×（①+0.5②）+1.3×④D6右1.2×（①+0.5②）+1.3×③1.2×（①+0.5②）+1.3×④1.2×（①+0.5②）+1.3×③1.2×（①+0.5②）+1.3×④D5左1.2×（①+0.5②）+1.3×③1.2×（①+0.5②）+1.3×④D5右1.2×（①+0.5②）+1.3×③1.2×（①+0.5②）+1.3×④1.2×（①+0.5②）+1.3×③1.2×（①+0.5②）+1.3×④D4左1.2×（①+0.5②）+1.3×③1.2×（①+0.5②）+1.3×④D4右1.2×（①+0.5②）+1.3×③1.2×（①+0.5②）+1.3×④续表7-2横梁弯矩控制值计算层次位置截面荷载M(KN*m)V(KN)b(mm)M1=M-V*b/23左边跨C3恒①-42.7250.71600-27.51活②-17.4119.56-11.54地震左③273.72-67.61253.44地震右④-273.7267.61-253.44294.13-15.31289.54-417.55160.48-369.41恒①-48.84...
