层次杆件截面内力种类恒载活载地震地震左右①②③④6C6C5上端M16.327.08-76.0376.03N393.8573.13-47.1547.15下端M20.597.85-40.9340.93N432.7373.13-47.1547.15V-10.25-4.15-31.0331.03上端M-15.71-6.45-94.8994.89N416.85101.377.91-7.91下端M-18.78-6.47-51.0951.09N455.50101.377.91-7.91V9.583.59-26.0026.00E6E5上端M15.716.45-94.8994.89N416.85101.37-7.917.91下端M18.786.47-51.0951.09N455.50101.37-7.917.91V-9.58-3.59-26.0026.00F6F5上端M-16.32-7.08-76.0376.03N393.8573.1347.15-47.15下端M-20.59-7.85-40.9340.93N432.7373.1347.15-47.15V10.254.15-31.0331.03表7.3D6D5内力组合最不利内力组合MmaxMMNNmaxNmin29.5028.97-75.01122.67122.6728.9729.5575.00603.36455.20577.79577.79603.3657535.7035.49-23.7982.6382.6335.4923.79621.66655.85501.86624.45624.45655.85501.86-18.11-17.90-55.1325.55-27.88-27.53-146.08100.64146.08146.08100.64642.14662.09571.33550.76571.33571.33550.76-31.59-31.69-92.8440.0092.8431.6940688.52714.27617.71597.14617.71714.27597.1416.5216.45-20.1547.4527.8827.53-100.64146.08146.0827.53100.64642.14662.09550.76571.33571.33662.09550.7631.5931.69-40.0092.8492.8431.6940688.52714.27597.14617.71617.71714.27597.14-16.52-16.45-47.4520.15-29.50-28.97-122.6775.01122.6728.9775.01575.00603.36577.79455.20577.79603.36455.2-35.70-35.49-82.6323.7982.6335.4923.79621.66655.85624.45501.86624.45655.85501.8618.1117.90-25.5555.13表7.3框架柱内力组合表第六层1.2恒+1.4活1.35恒+0.98活1.2(恒+0.5活)+1.3地震左1.3地震右
