内力计算及内力组合

活载b 10.22 10.73 22.17 10.73 -10.63 5.48 -21.15 5.48 19.95 72.97 2.34 72.97 -8.09 69.1 -12.87 69.1 2.41 71.22 20.55 71.22 11.07 132.36 11.36 132.36 21.15 133.73 4.18 133.73 -12.21 196.05 -9.45 196.05 -3.56 131.15 -0.31 131.15 0.70 18.28 261.55 10.48 261.55 -5.23
1.35恒+ 0.7*1.4活 52.38 139.09 54.33 167.44 -10.42 222.79 -20.73 251.14 52.35 401.80 52.45 430.15 8.87 596.97 -12.61 625.32 51.81 664.86 50.68 693.21 -11.01 976.19 11.13 1004.54 53.27 929.64 57.66 957.99 11.97 1356.64 -9.26 1384.99 35.63 1192.34 16.53 1220.69 -9.48 -17.93 1745.33 10.27 1773.68 1.39
活载a 6.67 11.3 1.54 11.3 4.37 5.48 18.35 5.48 4.75 9.54 21.64 9.54 9.05Fra Baidu bibliotek69.1 12.46 69.1 20.65 72.04 2.13 72.04 -11.23 132.36 -11.31 132.36 2.02 70.05 20.54 70.05 12.21 196.05 9.42 196.05 17.46 131.05 7.43 131.05 -4.53 -18.3 261.55 -10.47 261.55 5.23
恒载 28.83 94.27 24.15 115.27 0 154.88 0 175.88 20.43 244.66 21.36 265.66 0 341.86 0 362.86 21.69 395.52 21.1 416.52 0 530.92 0 551.92 22.62 547.72 24.77 568.72 0 720.28 0 741.28 13.7 699.69 6.85 720.69 -3.74 0 913.12 0 934.12 0
活载d 13.73 12.07 19.83 12.07 0 10.96 0 10.96 25.27 72.64 24.1 72.64 0 138.22 0 138.22 22.99 133.58 22.65 133.58 0 264.74 0 264.74 23.2 194.1 24.71 194.1 0 392.1 0 392.1 13.91 252.81 7.1 252.81 -3.82 0 523.08 0 523.08 0
Nmax及 相应的M 52.38 139.09 54.33 167.44 -10.42 222.79 -20.73 251.14 74.43 401.94 52.45 430.15 32.40 603.74 -34.16 628.94 79.15 675.60 75.59 700.80 -43.99 1007.74 44.17 1032.94 85.05 954.03 89.74 979.23 53.49 1413.28 -49.63 1438.48 71.02 1232.10 60.19 1257.30 -26.75 -64.71 1828.06 62.44 1853.26 -17.31
|Mmax|及 相应的N 60.52 131.63 63.96 156.83 -24.89 199.56 -31.65 224.76 74.43 401.94 69.90 427.14 41.76 545.69 -39.52 570.89 83.45 628.80 78.46 654.00 -58.12 896.55 58.24 921.75 92.26 889.19 96.32 914.39 72.63 1248.59 -69.92 1273.79 83.75 1151.61 84.79 1176.81 -35.47 -83.08 1608.36 89.89 1633.56 -30.78
活载c 6.36 10.85 1.32 10.85 7.5 13.98 19.75 13.98 4.95 9.28 21.74 9.28 8.57 77.32 12.66 77.32 20.71 72.02 2.19 72.02 -11.15 140.49 -11.34 140.49 2.08 70.07 20.58 70.07 12.21 204.1 9.44 204.1 17.48 131.38 7.43 131.38 -4.53 18.29 269.56 10.47 269.56 -5.23
活载最值 13.73 12.07 22.17 12.07 -10.63 13.98 -21.15 13.98 25.27 72.97 24.1 72.97 9.05 138.22 -12.87 138.22 22.99 133.58 22.65 133.58 -11.23 264.74 11.36 264.74 23.2 194.1 24.71 194.1 12.21 392.1 -9.45 392.1 17.48 252.81 7.43 252.81 -4.53 -18.3 523.08 10.48 523.08 1.42
1.2恒+0.7*1.4活+ 1.4风 左风 右风 36.88 59.22 122.28 127.63 44.14 57.27 147.48 152.83 -24.89 4.06 199.56 199.56 -31.65 -9.81 224.76 224.76 25.05 73.51 354.78 375.42 31.71 66.79 379.98 400.62 -24.02 41.76 545.69 545.69 -39.52 14.30 570.89 570.89 13.67 83.45 582.26 628.80 16.58 78.46 607.46 654.00 -58.12 36.10 896.55 896.55 -35.98 58.24 921.75 921.75 7.50 92.26 805.78 889.19 11.56 96.32 830.98 914.39 -48.70 72.63 1248.59 1248.59 -69.92 51.40 1273.79 1273.79 -16.61 83.75 1023.15 1151.61 -53.78 84.79 1048.35 1176.81 17.62 -35.47 -83.08 47.21 1608.36 1608.36 -69.35 89.89 1633.56 1633.56 33.56 -30.78
0.6*1.4风 左风 右风 47.11 60.52 128.42 131.63 56.08 63.96 153.62 156.83 -23.57 -6.20 205.43 205.43 -36.16 -23.06 230.63 230.63 45.35 74.43 389.56 401.94 48.85 69.90 414.76 427.14 -7.06 32.40 603.74 603.74 -34.16 -1.87 628.94 628.94 37.28 79.15 647.68 675.60 38.47 75.59 672.88 700.80 -43.99 12.54 1007.74 1007.74 -12.36 44.17 1032.94 1032.94 34.20 85.05 903.98 954.03 38.89 89.74 929.18 979.23 -19.30 53.49 1413.28 1413.28 -49.63 23.17 1438.48 1438.48 10.81 71.02 1155.02 1232.10 -22.95 60.19 1180.22 1257.30 5.10 -26.75 -64.71 13.47 1828.06 1828.06 -33.10 62.44 1853.26 1853.26 21.29 -17.31
风载 左风 -7.98 -1.91 -4.69 -1.91 -10.34 0 -7.8 0 -17.31 -7.37 -12.53 -7.37 -23.49 0 -19.22 0 -24.92 -16.62 -22.1 -16.62 -33.65 0 -33.65 0 -30.27 -29.79 -30.27 -29.79 -43.33 0 -43.33 0 -35.84 -45.88 -49.49 -45.88 18.96 -46.53 0 -56.87 0 22.98 右风 7.98 1.91 4.69 1.91 10.34 0 7.8 0 17.31 7.37 12.53 7.37 23.49 0 19.22 0 24.92 16.62 22.1 16.62 33.65 0 33.65 0 30.27 29.79 30.27 29.79 43.33 0 43.33 0 35.84 45.88 49.49 45.88 -18.96 46.53 0 56.87 0 -22.98
表-25 框架柱内力组合 荷载种类 杆件 柱别 截面 柱顶 A柱 柱底 屋面层 柱顶 B柱 柱底 柱顶 A柱 柱底 四层 柱顶 B柱 柱底 柱顶 A柱 柱底 三层 柱顶 B柱 柱底 柱顶 A柱 柱底 二层 柱顶 B柱 柱底 柱顶 A柱 柱底 底层 柱顶 B柱 柱底
注：表中划横线数值用于基础设计。
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 V M N M N V
Nmin及 相应的M 36.88 122.28 44.14 147.48 -24.89 199.56 -31.65 224.76 25.05 354.78 31.71 379.98 41.76 545.69 -39.52 570.89 13.67 582.26 16.58 607.46 -58.12 896.55 58.24 921.75 7.50 805.78 11.56 830.98 72.63 1248.59 -69.92 1273.79 -16.61 1023.15 -53.78 1048.35 17.62 -83.08 1608.36 89.89 1633.56 -30.78