1、表9.3 框架柱内力组合表 第三层层次 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3C3C2上端M20.597.85-143.04143.0435.70N1015.73182.82-234.54234.541474.81下端M20.328.01-117.03117.0335.59N1054.61182.82-234.54234.541521.48V-11.36-4.40-78.2678.26-19.80D3D2上端M-18.78-6.47-178.52178.52-31.59N1163.14276.8733.36-33.361783.39下端M-18.78-6.96-1
2、46.06146.06-32.28N1202.02276.8733.36-33.361830.05V10.383.73-65.1365.1317.68E3E2上端M18.786.47-178.52178.5231.59N1163.14276.87-33.3633.361783.39下端M18.786.96-146.06146.0632.28N1202.02276.87-33.3633.361830.05V-10.38-3.73-65.1365.13-17.68F3F2上端M-20.59-7.85-143.04143.04-35.70N1015.73182.82234.54-234.541474
3、.82下端M-20.32-8.01-117.03117.03-35.59N1054.61182.82234.54-234.541521.48V11.364.40-78.2678.2619.80最不利内力组合1.35恒+0.98活1.2(恒+0.5活)+MmaxMM1.3地震左1.3地震右NNmaxNmin35.49-156.53215.37215.37215.37156.531550.391023.661633.461633.461633.461023.6635.28-122.95181.33181.33181.3335.591602.881070.321680.121680.121680.1
4、21521.48-19.65-118.0185.46-31.69-258.49205.66258.4931.69205.661841.581605.261518.531605.261841.581518.53-32.17-216.59163.17216.5932.17163.171894.061651.921565.181651.921894.061565.1817.67-69.9799.3631.69-205.66258.49258.4931.69205.661841.581518.531605.261605.261841.581518.5332.17-163.17216.59216.5932.17163.171894.061565.181651.921651.921894.061565.18-17.67-99.3669.98-35.49-215.37156.53215.37215.3735.71550.391633.471023.661633.471633.471474.82-35.28-181.33122.95181.33181.33122.951602.891680.131070.321680.131680.131070.3219.65-85.46118.01表9.3 框架柱内力组合表 第三层内力组合
