框架柱内力组合

5.39 -1.01 -1.01 4.41 -1.01 -1.01 7.69 -3.08 -2.07 6.29 -3.08 -2.07 22.80 -7.51 -15.61 22.80 -7.51 -15.61 35.79 -23.12 -16.83 29.28 -23.12 -16.83 56.46 -19.58 -41.24 131.73 -19.58 -41.24 70.88 -60.83 -76.08 131.64 -60.83 -76.08
框架柱内力组合表
内力组合 层名 柱名 截面位置 内力 恒荷 活荷 风荷L 风荷R 地震L 地震R 1.2恒+1.4 活 158.56 -87.30 288.01 134.53 -87.30 318.26 -114.18 8.15 291.14 -104.38 8.15 327.80 97.43 -133.22 1432.01 106.59 -133.22 1462.25 -107.26 8.15 1620.87 -88.34 8.15 1657.10 139.26 -136.83 3007.45 87.72 -136.83 3098.89 -119.85 8.15 3435.52 -73.70 8.15 3526.99 1.2恒+0.7 ×1.4活 152.97 -85.40 280.56 125.60 -85.40 310.81 -109.63 8.15 285.45 -97.13 8.15 320.22 89.45 -124.41 1353.58 97.87 -124.41 1383.82 -98.24 8.15 1518.47 -80.90 8.15 1554.70 127.88 -127.74 2833.70 80.57 -127.74 2925.14 -109.76 8.15 3206.01 -67.48 8.15 3297.47
RE
1.2恒+1.4活+0.6×1.4 风 L 154.03 -86.45 288.86 130.83 -86.45 319.11 -120.63 10.74 292.88 -109.66 10.74 329.54 78.28 -126.91 1445.13 87.44 -126.91 1475.37 -137.33 27.58 1635.01 -112.93 27.58 1671.24 91.84 -120.38 3042.10 -22.94 -120.38 3133.54 -179.39 59.25 3499.43 -184.28 59.25 3590.89 R 163.09 -88.15 287.17 138.23 -88.15 317.42 -107.72 5.57 289.40 -99.10 5.57 326.07 116.58 -139.53 1418.90 125.74 -139.53 1449.14 -77.20 -11.27 1606.73 -63.74 -11.27 1642.96 186.69 -153.28 2972.81 198.37 -153.28 3064.25 -60.31 -42.94 3371.62 36.88 -42.94 3463.08
116.60 -67.48 219.31 87.31 -67.48 244.51 -82.51 6.80 226.81 -66.84 6.80 252.10 59.04 -86.54 975.48 64.60 -86.54 1000.68 -64.31 6.80 1066.29 -52.95 6.80 1096.48 84.45 -88.78 2023.56 53.24 -88.78 2099.76 -71.85 6.80 2225.40 -44.14 6.80 2301.62
R 160.51 -86.81 279.15 131.77 -86.81 309.40 -98.86 3.85 282.56 -88.32 3.85 317.32 121.38 -134.92 1331.72 129.79 -134.92 1361.96 -48.13 -24.22 1494.91 -39.90 -24.22 1531.13 206.92 -155.16 2775.96 264.99 -155.16 2867.40 -10.53 -77.00 3099.50 116.82 -77.00 3190.96
1.2恒+0.7×1.4活+1.4风
截面危险内力的设计值 1.2恒+1.4风 L 132.38 -79.57 264.58 98.60 -79.57 294.82 -109.78 12.46 275.07 -89.01 12.46 305.42 38.92 -93.33 1192.44 45.60 -93.33 1222.68 -127.28 40.52 1303.11 -104.54 40.52 1339.34 22.30 -79.11 2486.02 -120.53 -79.11 2577.46 -185.46 93.31 2776.99 -237.26 93.31 2868.45 R 147.47 -82.39 261.76 110.95 -82.39 292.00 -88.25 3.85 269.28 -71.40 3.85 299.62 102.77 -114.35 1148.72 109.45 -114.35 1178.96 -27.07 -24.22 1255.98 -22.54 -24.22 1292.21 180.38 -133.95 2370.54 248.31 -133.95 2461.98 13.01 -77.00 2563.97 131.33 -77.00 2655.43 [1.2恒＋0.5×1.4活+1.3地]γ L 93.46 -59.65 203.24 74.63 -59.65 225.92 -106.30 16.66 200.70 -90.78 16.66 225.83 14.59 -77.50 987.75 21.89 -77.50 1011.94 -155.01 49.31 1027.70 -127.22 49.31 1056.68 -44.01 -49.74 2026.79 -266.61 -49.74 2099.94 -258.52 187.97 1853.20 -377.69 187.97 1926.37 R 129.40 -66.56 210.15 104.85 -66.56 232.83 -53.59 -4.43 221.79 -47.65 -4.43 246.91 119.06 -112.15 1094.32 125.40 -112.15 1118.52 7.46 -36.26 1292.64 5.71 -36.26 1321.62 236.49 -144.94 2321.80 387.90 -144.94 2394.95 93.66 -174.93 3031.61 276.36 -174.93 3104.78 163.09 -88.15 287.17 138.23 -88.15 317.42 -120.39 12.46 288.35 -109.66 10.74 329.54 121.38 -134.92 1331.72 129.79 -134.92 1361.96 -155.01 49.31 698.55 -127.22 49.31 1056.68 206.92 -155.16 2775.96 387.90 -144.94 2394.95 -258.52 187.97 1853.20 -377.69 187.97 1926.37 154.03 -86.45 288.86 130.83 -86.45 319.11 -120.63 10.74 292.88 -109.66 10.74 329.54 78.28 -126.91 1445.13 来自百度文库06.59 -133.22 1462.25 -137.33 27.58 1176.22 -112.93 27.58 2209.95 91.84 -120.38 3042.10 87.72 -136.83 3098.89 -179.39 59.25 3499.43 -184.28 59.25 3590.89
13.31 -4.52 17.75 21.25 -4.52 17.75 -10.83 0.00 13.55 -17.27 0.00 18.06 18.99 -20.98 186.74 20.76 -20.98 186.74 -21.49 0.00 243.80 -17.71 0.00 243.80 27.09 -21.64 413.70 17.02 -21.64 413.70 -24.02 0.00 546.46 -14.81 0.00 546.46
18.94 -3.54 3.54 15.50 -3.54 3.54 27.03 -10.81 10.81 22.12 -10.81 10.81 49.76 -16.66 51.24 49.76 -16.66 51.24 78.11 -41.14 127.37 63.91 -41.14 127.37 134.86 -45.77 141.83 314.67 -45.77 141.83 169.32 -174.47 566.54 314.45 -174.47 566.54
-18.94 3.54 -3.54 -15.50 3.54 -3.54 -27.03 10.81 -10.81 -22.12 10.81 -10.81 -49.76 16.66 -51.24 -49.76 16.66 -51.24 -78.11 41.14 -127.37 -63.91 41.14 -127.37 -134.86 45.77 -141.83 -314.67 45.77 -141.83 -169.32 174.47 -566.54 -314.45 174.47 -566.54
面危险内力的设计值 N
顶截面 A轴线 顶层 框架 柱 B轴线 底截面 底截面
顶截面
顶截面 A轴线 标准 层框 架柱 (5 层) B轴线 底截面 底截面
顶截面
顶截面 A轴线 底层 框架 柱 B轴线 底截面 底截面
顶截面
M(KNm) V(KN) N(KN) M(KNm) V(KN) N(KN) M(KNm) V(KN) N(KN) M(KNm) V(KN) N(KN) M(KNm) V(KN) N(KN) M(KNm) V(KN) N(KN) M(KNm) V(KN) N(KN) M(KNm) V(KN) N(KN) M(KNm) V(KN) N(KN) M(KNm) V(KN) N(KN) M(KNm) V(KN) N(KN) M(KNm) V(KN) N(KN)
-5.39 1.01 1.01 -4.41 1.01 1.01 -7.69 3.08 2.07 -6.29 3.08 2.07 -22.80 7.51 15.61 -22.80 7.51 15.61 -35.79 23.12 16.83 -29.28 23.12 16.83 -56.46 19.58 41.24 -131.73 19.58 41.24 -70.88 60.83 76.08 -131.64 60.83 76.08
│M│max
N
max
L 145.43 -83.99 281.97 119.43 -83.99 312.22 -120.39 12.46 288.35 -105.93 12.46 323.11 57.53 -113.90 1375.44 65.95 -113.90 1405.68 -148.34 40.52 1542.04 -121.90 40.52 1578.27 48.85 -100.32 2891.44 -103.85 -100.32 2982.88 -209.00 93.31 3312.52 -251.77 93.31 3403.98