层次杆件截面内力种类上端C5C4下端MNMNVMNMNVMNMNVMNMNV恒载①20.59601.1420.590.02-11.44-18.78665.62-18.78704.5010.4318.78665.6218.78704.50-10.43-20.59601.1420.590.0211.44活载②7.85######7.85######-4.36-6.47######-6.47######3.596.47######6.47######-3.59-7.85######-7.85######4.36上端D5D45上端E5E4下端下端上端F5F4下端地震左③#######-94.19-70.34-94.19-47.04#######9.81-87.7.81-39.14#######-9.81-87.78-9.81-39.14#######94.19-70.3494.19-47.04表7.3 框架柱内力组合表 第五层内力组合地震右1.2恒+1.4活1.35恒+0.98活④######35.7035.4994.19874.94919.0470.3435.7035.4994.19921.59971.5347.04-19.83-19.72######-31.59-31.69-9.811022.571055.2687.78-31.59-31.69-9.811069.221107.7539.1417.5417.60######31.5931.699.811022.561055.2687.7831.5931.699.811069.221107.7539.14-17.54-17.60######-35.70-35.49######874.94919.0470.3413.7220.10######921.59971.5347.0419.8319.72层组合最不利内力组合1.2(恒+0.5活)+MmaxMM1.3地震左1.3地震右NNmaxNmin-107.76166.59166.5935.49107.766.74909.63909.63919.046.74-62.03120.87120.87120.8762.03711.39956.29956.29956.29711.39-77.5044.81-197.59144.75197.5931.69144.75907.42881.92907.421055.26881.92-140.5387.70140.5331.6587.7954.028.57954.081107.75928.57-36.2165.55-144.75197.59197.5931.69144.75881.91907.42907.421055.26881.91-87.70140.53140.5331.6987.7928.57954.054.081107.75928.57-65.5536.21-166.59107.76166.5935.49107.76909.636.74909.63919.046.74-71.44111.44111.4420.1111.44956.29711.39711.39971.53711.39-44.8177.50
