框架柱内力组合表 底层层次杆件截面 恒载活载地震地震内力组合内力左右1.2 恒1.35 恒1.2(恒+0.5 活)+种类①②③④+1.4 活+0.98 活1.3 地震左1.3 地震右1B1B0上端M13.43 9.62 -121.43 121.43 29.58 27.55 -135.97 179.74 N1382.49 255.94 -400.59 400.59 2025.30 2117.18 1291.78 2333.32 下端M6.72 2.55 -282.34 282.34 11.64 11.57 -357.45 376.64 N1431.63 255.94 -400.59 400.59 2076.27 2183.52 1350.75 2392.28 V-4.43 -2.67 -82.64 82.64 -9.06 -8.60 -114.35 100.51 C1C0上端M-12.33 -4.24 -133.92 133.92 -20.73 -20.80 -191.43 156.76 N1536.84 393.87 63.08 -63.08 2395.63 2460.72 2162.53 1998.52 下端M-6.16 -2.12 -312.48 312.48 -10.36 -10.39 -414.89 397.56 N1585.98 393.87 63.08 -63.08 2454.59 2527.07 2221.50 2057.49 V4.06 1.40 -66.91 66.91 6.83 6.85 -81.27 92.69 D1D0上端M12.33 4.24 -133.92 133.92 20.73 20.80 -156.76 191.43 N1536.84 393.87 -63.08 63.08 2395.63 2460.73 1998.53 2162.53 下端M6.16 2.12 -312.48 312.48 10.36 10.39 -397.56 414.89 N1585.98 393.87 -63.08 63.08 2454.59 2527.07 2057.49 2221.50 V-4.06 -1.40 -66.91 66.91 -6.83 -6.85 -92.69 81.27 E1E0上端M-13.43 -9.62 -121.43 121.43 -29.58 -27.55 -179.74 135.97 N1382.49 255.94 400.59 -400.59 2025.30 2117.18 2333.32 1291.78 下端M-6.72 -2.55 -282.34 282.34 -11.64 -11.57 -376.64 357.45 N1431.63 255.94 400.59 -400.59 2076.27 2183.52 2392.28 1350.75 V4.43 2.67 -82.64 82.64 9.06 8.60 -100.51 114.35 框架柱内力组合表 第二层层次杆件截面 恒载活载地震地震内力组合内力左右1.2 恒1.35 恒1.2(恒+0.5 活)+种类①②③④+1.4 活+0.98 活1.3 地震左1.3 地震右2C2C1上端M21.03 7.74 -142.70 142.70 36.07 35.97 -155.63 215.39 N1223.02 219.38 -371.95 371.95 1774.75 1866.07 1115.72 2082.79 下端M25.26 5.11 -142.70 142.70 37.47 39.11 -152.13 218.89 N1261.90 219.38 -371.95 371.95 1821.41 1918.56 1162.37 2129.44 V-12.86 -3.57 -83.41 83.41 -20.43 -20.86 -126.01 90.86 D2D1...
