建筑工程畢業(yè)設(shè)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(fēng)荷載作用重力荷載代表值效應(yīng)內(nèi)力組合恒載活載永久荷載效應(yīng)控制的組合可變荷載效應(yīng)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(fēng)5a5a右風(fēng)5b5b6左風(fēng)右風(fēng)左風(fēng)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(shè)計值1.11.1（MblMMbr）lVlVGb地震作用效應(yīng)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(fēng)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.