建筑工程畢業(yè)設計-梁內(nèi)力組合表4（4層）.xls

1、框架梁內(nèi)力組合表（四層）單位：彎矩（kNm）剪力（kN）軸力（kN）桿件編號控制截面內(nèi)力種類豎向荷載屋面雪荷載作用水平地震作用風荷載作用重力荷載代表值效應內(nèi)力組合恒載活載永久荷載效應控制的組合可變荷載效應控制的組合SGKSQKSSKSEHKSWKSGE1.351.35SGk＋1.4(0.7S1.4(0.7SQk＋0.7S0.7SSK0.6S0.6SWK)1.21.2SGk＋1.4S1.4SQk1.2S1.2SGk＋0.91.4(S0.9

2、1.4(SQkSSSKSSWK)123左震4a右震4b左風5a5a右風5b5b6左風右風左風組合項次1235a1235a1235b1235b12121235a1235a四層AB梁左端M65.8217.200.40241.45241.457.397.3974.6299.9099.90112.31112.31103.06103.0695.1495.14V78.9522.210.050.0544.8744.871.421.4290.08127

3、.20127.20129.59129.59125.83125.83124.95124.95跨中M101.88101.8823.3623.360.240.2479.9479.9479.942.292.292.29114.61164.41164.41160.56160.56158.23158.23162.31162.31右端M89.2023.410.070.0781.5881.582.852.85100.94145.82145.82141.

4、04141.04139.81139.81144.68144.68V85.4423.940.050.0544.8744.871.421.4297.39139.95139.95137.56137.56136.04136.04138.69138.69四層BC梁左端M57.1915.200.220.22244.82244.828.558.5564.6884.7084.7099.0799.0789.9189.9179.5979.59V14.062

5、.250.000.00204.02204.027.137.1315.1915.2015.2027.1827.1820.0220.0211.4311.43跨中M47.4347.4313.7513.750.220.220.000.000.000.000.000.0054.8878.6478.6478.6478.6478.0978.0978.0778.07右端M57.1915.200.220.22244.82244.828.558.5564.

6、6899.0799.0784.7084.7089.9189.91101.14101.14V14.062.250.000.00204.02204.027.137.1315.1927.1827.1815.2015.2020.0220.0229.3929.39第頁共頁基于梁端彎矩的剪力調(diào)整（地震組合）1.11.1（MblMbMbr)l)l考慮地震組合時的梁端剪力設計值1.11.1（MblMMbr）lVlVGb地震作用效應參與的組合重力荷載代表

7、值左地震重力荷載代表值右地震右風1.2SGE＋1.3S1.3SEhk1.2SGE＋1.3S1.3SEhk順時針彎矩逆時針彎矩順時針彎矩逆時針彎矩1235b1235b64a64a64b64b113.76113.76224.34224.34403.43403.4368.9868.9859.3359.3321.1021.10149.41149.41131.32131.3249.7749.77166.43166.43153.60153.6024

8、1.45241.4533.6133.61137.49137.49227.18227.1815.0715.07166.37166.3738.0538.05135.11135.11175.19175.1958.5358.53101.14101.14240.65240.65395.88395.88291.74291.74291.74291.74276.56276.56306.93306.9329.3929.39247.00247.00283.