1、表7.3 框架柱内力组合表 第七层层次 杆件 截面 内力种类恒载活载地震地震内力组合左右1.2恒+1.4活1.35恒+0.98活7B7B6上端M48.4413.33-50.7850.7876.7978.46N186.5636.56-16.1216.12275.06287.68下端M27.479.09-19.9419.9445.6945.99N225.4436.56-16.1216.12321.71340.17V-21.09-6.22-16.1216.12-34.02-34.57C7C6上端M-43.29-10.94-61.8461.84-67.26-69.16N168.1042.872.88-
2、2.88261.74268.95下端M-24.35-8.01-26.5026.50-40.43-40.72N206.9842.872.88-2.88308.40321.44V18.795.26-13.2413.2429.9230.53D7D6上端M43.2910.94-61.8461.8467.2669.16N168.1042.87-2.882.88261.74268.95下端M24.358.01-26.5026.5040.4340.72N206.9842.87-2.882.88308.40321.44V-18.79-5.26-13.2413.24-29.92-30.53E7E6上端M-48.
3、44-13.33-50.7850.78-76.79-78.46N186.5636.5616.12-16.12275.06287.68下端M27.47-9.09-19.9419.9420.2428.18N225.4436.5616.12-16.12321.71340.17V21.096.22-16.1216.1234.0234.57最不利内力组合1.2(恒+0.5活)+MmaxMM1.3地震左 1.3地震右 NNmaxNmin0.11132.14132.178.460.11224.85266.76266.8 287.68 224.912.5064.3464.3445.9912.5271.5131
4、3.42313.4 340.17 271.5-50.00-8.09-138.9021.88138.969.16 138.9231.19223.70231.2 268.95 231.2-68.480.4268.4840.720.42277.84270.36277.8 321.44 270.48.4942.92-21.88138.90138.969.16 21.88223.70231.19231.2 268.95 223.7-0.4268.4869.4840.720.42270.36277.84277.8 321.44 270.4-42.92-8.49-132.14-0.11132.178.460.11266.76224.85266.8 287.68 224.91.5953.4353.431.59 53.43313.42271.50271.5 240.42 271.58.0850.00内力组合
