9、横向框架柱内力组合(考虑地震作用)

-72.39 13.56 -72.39 13.56 -32.82 19.4 -26.85 19.4 -38.39 -23.66 -43.29 -23.66 -54.29 -4.82 -139.6 -4.82 -50.69 11.85 -137.1 11.85 -11.08 16.62 -62.81 16.62 -27.28 -17.89 -109.1 -17.89 -67.02 4.67 -156.4 4.67 -66.14 3.87 -154.3 3.87 -26.5 9.35 -106 9.35
六层柱 柱顶 L柱 柱底 柱顶 S柱 柱底 柱顶 J柱 柱底 柱顶 K柱 柱底 五层柱 柱顶 L柱 柱底 柱顶 S柱 柱底 柱顶 J柱 柱底 柱顶 K柱 柱底 四层柱 柱顶 L柱 柱底 柱顶 S柱 柱底 柱顶 J柱 柱底 柱顶 K柱 柱底 三层柱 N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N 1161.9 21.5 1219.5 -140.4 772.74 -127 815.94 109.5 582.97 99.7 626.17 -13.9 957.56 -16.3 1000.76 33.9 1367.43 21.5 1425.03 -140.4 906.44 -127 949.64 109.5 678.5 98.9 721.7 -13.9 1110.52 -16.2 1153.72 33.9 1572.96 21.5 1630.56 140.4 1040.14 -125.9 1083.34 110.5 774.07 103 817.27 -13.7 1263.51 -14.7 1306.71 125.4 4.2 125.4 -26.8 74.7 -24.3 74.7 14.8 -4.9 13.4 -4.9 -0.6 55.3 0 55.3 6.6 146.9 4.2 146.9 -26.8 86.7 -24.3 86.7 14.8 -5.5 13.4 -5.5 -0.6 64.2 0 64.2 6.6 168.4 4.2 168.4 -26.8 98.6 -24.3 98.6 14.9 -6.1 14 -6.1 -0.65 73.2 0.1 73.2 -8.67 47.39 -8.67 27.78 -13.44 15.63 -13.44 32.71 19.13 21.81 19.13 67.8 6.94 55.47 6.94 65.72 -10.21 53.77 -10.21 29.55 -15.86 19.7 -15.86 33.24 21.64 27.19 21.64 75.15 8.55 61.49 8.55 72.85 -12.31 59.6 -12.31 30.02 -17.88 24.56 -17.88 36.33 23.52 29.73 23.52 74.69 9.43 74.69 9.43 8.67 -47.39 8.67 -27.78 13.44 -15.63 13.44 -32.71 -19.13 -21.81 -19.13 -67.8 -6.94 -55.47 -6.94 -65.72 10.21 -53.77 10.21 -29.55 15.86 -19.7 15.86 -33.24 -21.64 -27.19 -21.64 -75.15 -8.55 -61.49 -8.55 -72.85 12.31 -59.6 12.31 -30.02 17.88 -24.56 17.88 -36.33 -23.52 -29.73 -23.52 -74.69 -9.43 -74.69 -9.43
72.39 -13.56 72.39 -13.56 32.82 -19.4 26.85 -19.4 38.39 23.66 43.29 23.66 54.29 4.82 139.6 4.82 50.69 -11.85 137.1 -11.85 11.08 -16.62 62.81 -16.62 27.28 17.89 109.1 17.89 67.02 -4.67 156.4 -4.67 66.14 -3.87 154.3 -3.87 26.5 -9.35 106 -9.35
6.6 189.9 4.3 189.9 -27.1 110.6 -25.2 110.6 14 -6.8 16.2 -6.8 -0.5 82 -0.5 82 6.1 211.4 4 211.4 -25.6 122.5 -29.5 122.5 10.2 -7.7 5.1 -7.7 -1.1 89.4 -0.55 89.4 4.8 232 2.4 232 -18.8 134.9 -9.4 134.9
三层柱 柱顶 L柱 柱底 柱顶 S柱 柱底 柱顶 J柱 柱底 柱顶 K柱 柱底 二层柱 柱顶 L柱 柱底 柱顶 S柱 柱底 柱顶 J柱 柱底 柱顶 K柱 柱底 一层柱 柱顶 L柱 柱底 柱顶 S柱 柱底
M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N
横向框架柱内力组合（考虑地震作
荷载种类 杆件 跨向 截面 柱顶 J柱 柱底 柱顶 K柱 柱底 顶层柱 柱顶 L柱 柱底 柱顶 S柱 柱底 柱顶 J柱 柱底 柱顶 K柱 柱底 十层柱 柱顶 L柱 柱底 柱顶 S柱 柱底 柱顶 J柱 柱底 柱顶 K柱 柱底 九层柱 柱顶 L柱 内力 M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N 恒载 205.31 9.26 120.4 52.46 -71.8 39.15 -30.5 82.35 144 134.63 46.02 192.23 -301.6 104.74 -160.7 147.94 93.54 105.37 96.73 148.57 -5.27 192.85 -14.3 236.05 1706 339.74 17.9 397.34 -113 237.86 -121.9 281.06 111.7 200.82 100.1 244.02 -15.1 345.7 -16.5 388.9 36.2 545.33 0.5(雪+活) 32.1 -1.2 16.8 -1.2 -11.1 1.7 -2.6 1.7 26 17.8 8.5 17.8 -56.75 15 -30.6 15 12.4 -1.7 13 -1.7 0.73 10.7 0.3 10.7 3.7 39.3 3.7 39.3 -21.7 26.8 -23.1 26.8 15.1 -2.4 13.5 -2.4 -0.84 19.6 -0.1 19.6 7 60.8 地震作用 向左 向右 7.31 -7.31 1.6 -1.6 0.55 -0.55 1.6 -1.6 12.44 -12.44 1.01 -1.01 5.33 -5.33 1.01 -1.01 12.06 -12.06 -1.31 1.31 5.17 -5.17 -1.31 1.31 6.67 -6.67 -1.3 1.3 0.43 -0.43 -1.3 1.3 13.71 -13.71 4.29 -4.29 3.22 -3.22 4.29 -4.29 24.1 -24.1 2.29 -2.29 14.16 -14.16 2.29 -2.29 23.74 -23.74 -3.05 3.05 13.35 -13.35 -3.05 3.05 12.69 -12.69 -3.53 3.53 2.6 -2.6 -3.53 3.53 18.63 -18.63 7.37 -7.37 6.89 -6.89 7.37 -7.37 34.62 -34.62 3.53 -3.53 23.08 -23.08 3.53 -3.53 33.56 -33.56 -4.81 4.81
33.9 1778.45 19.4 1836.05 -141.8 1173.8 -131.1 1217 105 869.28 125.11 912.48 -9.48 1416.14 34.14 1459.34 35.8 1984.22 42.3 2041.82 -135.2 1307.75 -161 1350.95 79.74 979.17 39.87 1029.57 -31.46 1566.7 -15.73 1617.1 43.35 2192.58 21.675 2259.78 -104.7 1458.64 -52.35 1509.04
九层柱 L柱 柱底 柱顶 S柱 柱底 柱顶 J柱 柱底 柱顶 K柱 柱底 八层柱 柱顶 L柱 柱底 柱顶 S柱 柱底 柱顶 J柱 柱底 柱顶 K柱 柱底 七层柱 柱顶 L柱 柱底 柱顶 S柱 柱底 柱顶 J柱 柱底 柱顶 K柱 柱底 六层柱 柱顶 L柱 M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M N M 22 602.93 -144.6 371.65 -127.8 414.85 109.1 296.37 99.64 339.57 -13.7 498.68 -16.2 541.88 33.5 750.85 21.4 808.45 -139.8 505.34 -126.9 548.54 109.5 391.9 99.71 435.1 -13.9 651.64 -163 694.84 33.9 956.38 21.5 1013.98 -140.5 639.04 -127 682.24 109.4 487.43 99.7 530.63 -13.9 804.6 -16.3 847.8 33.8 4.3 60.8 -27.4 38.8 -24.7 38.8 14.7 -3 13.4 -3 -0.62 28.5 0 28.5 6.6 82.3 4.2 82.3 -26.7 50.8 -24.25 50.8 14.8 -3.6 13.4 -3.6 -0.65 37.5 0 37.5 6.6 103.8 4.2 103.8 -26.8 62.7 -24.3 62.7 14.8 -4.3 13.4 -4.3 -0.65 46.4 0 46.4 6.6 22.37 -4.81 17.06 -6.09 5.99 -6.09 22.85 10.43 10.75 10.43 41.78 4.39 34.19 4.39 40.5 -6.2 33.14 -6.2 20.94 -8.62 9.41 -8.62 25.86 13.29 15.19 13.29 51.04 5.06 41.76 5.06 49.48 -7.34 40.48 -7.34 23.73 -11 13.35 -11 30.27 16.2 17.78 16.2 59.76 5.91 48.89 5.91 57.92 -22.37 4.81 -17.06 6.09 -5.99 6.09 -22.85 -10.43 -10.75 -10.43 -41.78 -4.39 -34.19 -4.39 -40.5 6.2 -33.14 6.2 -20.94 8.62 -9.41 8.62 -25.86 -13.29 -15.19 -13.29 -51.04 -5.06 -41.76 -5.06 -49.48 7.34 -40.48 7.34 -23.73 11 -13.35 11 -30.27 -16.2 -17.78 -16.2 -59.76 -5.91 -48.89 -5.91 -57.92
ቤተ መጻሕፍቲ ባይዱ 组合（考虑地震作用）
内力组合 1.2[恒+0.5（活+雪）]+1.3地震作用 最大弯矩及相应的N 最小N及相应M 向左 向右 294.395 275.389 294.395 294.395 11.752 7.592 11.752 11.752 165.355 163.925 165.355 165.355 63.592 59.432 63.592 63.592 -83.308 -115.652 -115.652 -83.308 50.333 47.707 47.707 50.333 -32.791 -46.649 -46.649 -32.791 102.173 99.547 99.547 102.173 219.678 188.322 219.678 188.322 181.213 184.619 181.213 184.619 72.145 58.703 72.145 58.703 250.333 253.739 250.333 253.739 -421.349 -438.691 -438.691 -438.691 141.998 145.378 145.378 145.378 -229.001 -230.119 -230.119 -230.119 193.838 197.218 197.218 197.218 144.951 109.305 144.951 144.951 129.981 118.827 129.981 129.981 135.862 127.49 135.862 135.862 181.821 170.667 181.821 181.821 25.882 -36.778 -36.778 25.882 247.237 241.283 241.283 247.237 1.608 -35.208 -35.208 1.608 299.077 293.123 293.123 299.077 2082.502 2020.778 2082.502 2020.778 450.883 458.813 450.883 458.813 43.275 8.565 43.275 8.565 520.003 527.933 520.003 527.933 -145.143 -178.137 -178.137 -178.137 313.003 322.181 322.181 322.181 -170.62 -177.38 -177.38 -177.38 364.843 374.021 374.021 374.021 176.379 127.941 176.379 176.379 247.685 228.523 247.685 247.685 145.277 127.363 145.277 145.277 299.525 280.363 299.525 299.525 25.878 -64.134 -64.134 25.878 442.949 433.771 433.771 442.949 10.084 -49.924 -49.924 10.084 494.789 485.611 485.611 494.789 95.468 8.212 95.468 8.212 721.103 733.609 721.103 733.609 最大N及相应M 275.389 7.592 163.925 59.432 -115.652 47.707 -46.649 99.547 219.678 181.213 72.145 250.333 -421.349 141.998 -229.001 193.838 109.305 118.827 127.49 170.667 -36.778 241.283 -35.208 293.123 2082.502 450.883 43.275 520.003 -145.143 313.003 -170.62 364.843 127.941 228.523 127.363 280.363 -64.134 433.771 -49.924 485.611 95.468 721.103