KJL梁内力组合表 - 1
【精品文档类】框架梁的内力组合表
框架梁的内力组合：层次截面位置内力GKSQKSwKSEKSwKGKSS4.12.1+)85.0(2.1wKQKGKSSS++QKGKSS4.12.1+EKGKSS3.12.1+控制值调幅后的值第六层FM-75.96 -23.92- ±5.31 ±19.34 -83.72 -98.59 -106.17 -116.79 -124.64 -66.01 -116.29 ±124.64 ±105.94 V86.30 27.74 μ0.99 μ3.65 102.17 104.95 126.15 128.13 142.40 98.82 108.31 142.40 170.88左LM-139.82 -44.89- ±3.04 ±11.28 -163.53 -172.04 -202.90 -208.98 -230.63 -153.12 -182.45 ±230.63 ±196.04 V101.50 32.74 μ0.99 μ3.65 120.41 123.19 148.64 150.62 167.64 117.06 126.55 167.64 201.17右LM-108.77 -35.14- ±5.16 ±17.41 -123.30 -137.75 -155.23 -165.55 -179.72 -107.89 -153.16 ±179.72 ±152.76 V80.67 26.05 μ1.87 μ6.58 94.18 99.42 117.08 120.82 133.27 88.25 105.36 132.27 159.92 'FM-27.15 -8.47 ±6.06 ±22.06 -21.4 -41.06 -33.72 -45.84 -44.44 -3.90 -61.26 ±45.84 ±38.96 V53.47 17.15 μ1.87 μ6.58 61.55 66.78 76.87 80.61 88.17 52.61 69.72 88.17 105.86 跨中FLM89.29 29.09 1.14 -4.03 108.74 133.01 121.97 112.39 133.01 159.61 LRM32.64 10.59 -0.45 -2.33 38.54 47.72 53.99 36.14 53.99 64.79第五层FM-117.00 -32.74 ±14.43 ±33.92 -120.20 -160.60 -153.80 -182.66 -186.24 -96.30 -184.50 ±186.24 ±158.30 V102.93 28.78 μ2.29 μ6.03 120.31 126.72 145.69 150.27 163.81 115.68 131.36 163.81 196.57左LM-160.53 -45.04 ±4.78 ±16.73 -185.94 -199.33 -226.14 -235.70 -255.69 -170.89 -214.39 ±255.69 ±217.34 V113.25 31.70 μ2.29 μ6.03 132.69 139.11 160.56 165.14 180.28 128.06 143.74 180.28 216.34右LM-109.96 -30.67 ±18.63 ±53.07 -105.87 -158.03 -139.39 -176.65 -174.89 -62.96 -200.94 ±200.94 ±170.80 V85.90 24.57 μ5.90 μ16.25 94.82 111.34 118.06 129.86 137.48 81.96 124.21 137.48 164.98 'FM-45.90 -12.84 ±16.79 ±41.41 -31.57 -78.59 -49.20 -82.78 -73.06 -1.25 -108.91 ±108.91 ±92.57 V66.54 18.63 μ5.90 μ16.25 71.59 81.11 89.78 101.58 105.93 58.72 100.97 105.93 127.12 跨中FLM88.26 24.61 4.83 8.60 112.67 131.66 140.37 117.09 140.37 168.44 LRM37.9 10.64 0.92 5.83 46.77 55.44 60.38 53.06 60.38 72.46第四层FM-118.43 -33.13 ±24.89 ±64.04 -107.27 -176.96 -145.39 -195.17 -188.50 -58.86 -225.37 ±225.37 ±191.56 V103.14 28.85 μ5.07 μ11.40 116.67 130.87 143.22 153.36 164.16 108.95 138.59 164.16 196.99左LM-160.14 -44.80 ±17.71 ±31.76 -167.37 -216.96 -204.54 -239.96 -254.89 -149.88 -234.46 ±254.89 ±216.66 V113.08 31.63 μ5.07 μ11.40 128.60 142.79 157.51 167.65 179.98 120.88 150.52 179.98 215.98右LM-110.24 -30.83 ±19.35 ±61.93 -105.20 -159.38 -139.14 -177.78 -175.45 -51.78 -212.80 ±212.80 ±180.88 V87.78 24.55 μ7.99 μ22.39 94.15 116.52 117.21 134.19 139.71 76.23 134.44 139.71 167.65 'FM-46.87 -13.12 ±28.59 ±72.42 -16.22 -96.25 -38.81 -95.99 -74.61 34.90 -147.39 ±147.39 ±125.28 V66.66 18.65 μ7.99 μ22.39 68.81 91.18 81.15 103.83 106.10 50.89 109.10 109.10 130.92 跨中FLM87.74 24.53 3.59 16.14 110.31 129.73 139.63 126.27 139.63 167.56 LRM37.27 10.42 -4.62 -5.25 38.26 48.96 59.31 37.90 59.31 71.17第三层FM-124.09 -34.09 ±34.75 ±75.81 -100.26 -197.56 -143.13 -212.63 -196.63 -50.36 -247.46 ±247.46 ±210.34 V103.95 29.33 μ7.39 μ14.10 114.39 135.09 142.38 157.06 165.80 106.41 143.07 165.80 198.96左LM-159.05 -41.77 ±27.30 ±42.65 -152.64 -229.08 -199.06 -253.66 -249.34 -135.42 -246.31 ±253.66 ±215.61 V112.27 31.15 μ7.39 μ14.10 124.38 145.07 153.81 168.59 178.33 116.39 153.05 178.33 214.00右LM-106.39 -31.68 ±28.36 ±80.59 -87.59 -167.75 -126.24 -182.96 -172.02 -22.90 -232.44 ±232.44 ±197.57 V86.54 24.53 μ11.62 μ28.64 87.58 120.12 113.08 136.32 138.19 66.62 141.08 141.08 169.30 'FM-50.50 -14.13 ±41.36 ±91.27 -2.70 -118.50 -31.25 -113.97 -80.38 58.05 -179.25 ±179.25 ±152.36 V67.90 18.67 μ11.62 μ28.64 65.21 97.75 85.73 108.97 107.62 44.25 118.71 118.71 142.45 跨中FLM85.46 25.57 3.73 16.58 107.77 128.02 138.35 124.11 138.35 166.19 LRM37.38 9.47 -6.50 -5.34 35.76 46.41 58.11 37.91 58.11 69.73第二层FM-127.59 -35.44 ±42.21 ±88.54 -94.01 -212.20 -141.02 -225.44 -202.72 -38.01 -268.21 ±268.21 ±227.98 V104.41 29.18 μ9.50 μ16.12 111.99 139.22 140.60 159.60 166.14 104.34 146.25 166.14 199.37左LM-158.65 -44.38 ±37.63 ±46.84 -137.70 -243.06 -190.47 -265.73 -252.51 -129.49 -251.27 ±265.73 ±225.87 V111.81 31.30 μ9.50 μ16.12 120.87 147.47 151.28 170.28 177.99 113.22 155.13 177.99 213.59 右L M-103.04 -28.93 ±45.22 ±96.70 -60.34 -186.96 -102.93 -193.37 -164.01 2.06 -249.36 ±249.36 ±211.96框架外柱的内力组合：层次控制截面内力A 轴 外 柱GK SQK SwK S EK S wK GK S S 4.12.1+ )85.0(2.1wK QK GK S S S ++ QK GK S S 4.12.1+)(3.12.1max M S S EK GK +控制值调幅后的值第六层 上M -75.96 -23.92 ±5.31 ±19.34 -83.72 -98.59 -106.17 -116.79 -124.64 -66.01 -116.29 -124.64 137.10 N 86.30 27.74 ±0.99 ±3.65 104.95 102.17 128.13 126.15 142.40 108.31 98.82 142.40 142.40 下M -58.50 -13.67 μ3.04 μ11.05 -74.46 -65.94 -84.86 -78.78 -89.34 -84.57 -55.84 -89.34 -98.27 N 106.93 48.73 ±0.99 ±3.65 129.74 126.97 170.73 168.75 196.54 133.10 123.61 196.54 196.54 V 86.30 27.74 μ0.99 μ3.65 102.17 104.95 126.15 128.13 196.54 98.82 108.31 142.40 156.64 第五 层上M -58.50 -13.67 ±11.39 ±22.87 -54.25 -86.15 -70.43 -93.21 -89.34 -40.47 -99.93 -99.93 109.92 N 209.86 77.15 ±3.28 ±9.68 256.42 247.24 320.69 314.13 359.84 264.42 239.25 359.84 359.84 下M -63.91 -17.88 μ8.25 μ31.58 -108.24 -85.14 -100.14 -83.64 -101.72 -117.75 -35.64 -117.75 -129.53 N 230.91 97.78 ±3.28 ±9.68 281.18 272.00 362.98 356.42 413.48 289.17 260.00 413.48 413.48 V 102.93 28.78 μ2.29 μ6.03 120.31 126.72 145.69 150.27 163.81 115.68 131.36 163.81 180.19 第四层上M -54.52 -12.25 ±16.64 ±32.46 -33.13 -97.72 -67.75 -90.03 -86.77 -23.23 -107.62 -107.62 118.38 N 333.63 126.63 ±8.35 ±21.08 412.05 388.67 516.34 499.64 539.65 427.76 372.95 539.65 539.65 下M -55.28 -15.04 μ13.62 μ39.67 -85.40 -47.29 -92.74 -65.50 -87.39 -117.91 -14.77 -117.91 -129.70 N 354.26 147.26 ±8.35 ±21.08 436.80 413.42 558.63 541.93 631.28 452.52 397.71 631.28 631.28 V 103.14 28.85 ±5.07 ±11.40 120.67 134.87 143.22 153.36 164.16 108.95 138.59 164.16 180.57 第三层上M -68.81 -19.05 ±21.13 ±36.14 -52.99 -112.15 -80.63 -122.89 -112.24 -38.59 -132.55 -132.55 145.81 N 458.21 176.59 ±15.74 ±35.18 571.89 527.82 715.69 684.21 797.08 595.59 504.12 797.08 797.08 下M -63.80 -19.02 μ17.29 μ44.17 -100.77 -52.35 -110.02 -75.44 -103.19 -133.98 -19.14 -133.98 147.38 N483.17201.55±15.74 ±35.18620.11557.77766.86735.38861.97625.54534.07861.97861.97框架外柱的内力组合：层次控制截面内力C 轴 外 柱GK SQK SwK S EK S wK GK S S 4.12.1+ )85.0(2.1wK QK GK S S S ++ QK GK S S 4.12.1+)(3.12.1max M S S EK GK + 控制值调幅后的值第六层 上M -27.15 -8.47 ±6.06 ±22.06 -24.10 -41.06 -33.72 -45.84 -44.44 -3.90 -61.26 -61.26 67.39 N 53.47 17.15 ±1.87 ±6.58 66.78 61.55 80.61 76.87 88.17 72.72 55.61 88.17 151.83 下M -22.95 -6.42 μ4.04 μ14.71 -33.20 -21.88 -37.04 -28.96 -36.53 -46.66 -8.42 -46.66 51.33 N 74.10 37.78 ±1.87 ±6.58 91.54 86.30 122.90 119.16 141.81 97.47 80.37 205.47 205.47 V 53.47 17.15 μ1.87 μ6.58 61.55 66.78 76.87 80.61 88.17 55.61 72.72 88.17 167.01 第五 层上M -22.95 -6.42 ±12.75 ±26.70 -9.69 45.39 -20.25 -45.75 -36.53 7.17 62.25 62.25 68.48 N 140.64 56.41 ±7.77 ±22.83 179.65 157.89 224.49 208.95 247.74 198.46 139.07 247.74 389.27 下M -25.54 -7.15 μ9.62 μ35.40 -44.12 -17.18 -46.35 -27.11 -40.66 -76.67 15.37 -76.67 84.34 N 161.27 77.04 ±7.77 ±22.83 204.40 182.65 226.78 251.24 301.38 223.22 163.83 301.38 442.91 V 66.54 18.63 μ5.90 μ16.25 71.59 88.11 89.78 101.58 105.93 58.72 100.97 105.93 206.58 第四层上M -21.33 -5.97 ±18.97 ±37.02 0.96 -52.15 -11.70 49.64 -33.95 22.53 -73.72 -73.72 81.09 N 227.93 95.69 ±15.76 ±45.22 295.58 251.45 370.61 339.09 407.48 332.30 214.73 407.48 626.88 下M -22.73 -6.36 μ15.52 μ45.24 -49.00 -5.55 -48.20 -17.16 -36.18 -86.09 31.54 -86.09 94.70 N 248.56 116.32 ±15.76 ±45.22 320.34 276.21 412.90 381.38 461.12 257.06 239.49 461.12 680.51 V 66.66 18.65 ±7.99 ±22.39 68.81 91.18 87.85 103.83 106.10 50.89 109.10 109.10 202.37 第三层上M -27.77 -7.77 ±25.84 ±46.30 2.85 -69.50 -14.09 -65.77 -44.20 -26.87 -93.51 -93.51 102.86 N 316.46 134.99 ±27.38 ±73.86 418.08 341.42 521.87 467.11 568.74 475.77 283.73 568.74 866.00 下M-26.40-7.38μ22.01 μ54.03-62.49-0.87-59.96-15.94-42.01-101.9238.56-101.92112.11N 341.42 159.95 ±27.38 ±73.86 448.04 371.37 573.04 518.28 633.63 505.72 313.69 633.63 753.52 V 67.90 18.67 μ11.62 μ28.64 65.21 97.75 85.73 108.97 107.62 44.25 118.71 118.71 204.04 第二 层上M -26.40 -7.38 ±33.52 ±55.28 15.25 -78.61 -4.43 -71.47 -42.01 40.18 -103.54 -103.54 113.89 N 410.27 179.20 ±47.73 ±108.20 559.15 425.50 692.37 596.91 743.20 632.98 351.66 743.20 1118.33 下M -30.09 -8.41 μ28.55 μ55.28 -76.08 3.86 -71.81 -14.71 -47.88 -107.97 35.76 -107.97 118.78 N 453.23 204.16 ±47.73 ±108.20 589.10 455.45 743.54 648.08 767.27 662.94 381.62 767.27 1183.23 V 68.85 19.25 μ16.35 μ34.34 59.73 105.51 82.63 86.08 115.33 37.98 127.26 127.26 206.18 第一层上M -18.16 -5.07 ±0.00 ±40.57 -21.79 -21.79 -26.10 -26.10 -28.89 30.68 -74.53 -74.53 81.98 N 503.08 223.21 ±0.00 ±138.28 603.70 603.70 793.42 793.42 916.19 783.46 423.93 916.19 1369.19 下 M -9.08 -2.54 μ0.00 μ82.36 -10.90 -10.90 -13.06 -13.06 -14.45 -117.96 96.17 -117.96 -129.76 N 528.04 248.17 ±0.00 ±138.28 633.65 633.65 844.75 844.75 981.07 813.41 453.88 981.07 987.01 V67.85 19.05 μ0.00μ30.0851.42 51.42 97.61 97.61 108.09 42.32 120.52 120.52 132.57框架内柱的内力组合：层次控制截面内力B 轴 内 柱GK SQK SwK S EK S wK GK S S 4.12.1+ )85.0(2.1wK QK GK S S S ++ QK GK S S 4.12.1+)(3.12.1max M S S EK GK + 控制值调幅后的值第六层上M -31.05 -9.75 ±8.20 ±28.69 -25.78 -48.74 -37.35 -53.75 -50.91 0.04 -74.55 74.55 82.01 N 182.17 58.97 ±2.86 ±10.23 222.61 214.60 271.44 265.72 300.91 231.90 205.31 300.91 300.91 下M -35.91 -7.58 μ6.71 μ23.47 21.70 40.49 17.94 31.36 -41.70 0.58 61.60 61.60 67.76 N223.43100.05±2.86 ±10.23272.12264.11356.02350.30408.19281.31254.82408.19408.91。
梁内力组合表(有公式)
BC跨 梁左端 V
13.34 5.63 -2.75 2.75 16.16 -161.23 161.23 —— —— —— —— —— —— —— —— —— —— 25.38 26.20 23.53 228.99
跨中 M
3.73 1.76 0 0 4.61 0 0 —— —— —— —— —— —— 6.20 6.76 6.94 5.53 —— —— —— ——
竖向恒载 竖向活载 风荷（左） 风荷（右） 重荷 地震（左） 地震（右）
梁端-Mmax
梁端+Mmax
跨中+Mmax
梁端Vmax
杆件名称 截面位置
内力组合
梁左端 M ① ② ③ ④ ⑤ ⑥ ⑦ 1 2 3 4 5 6
-48.8 -15.68 4.62 -4.62 -56.64 239.89 -239.89 -80.39 -84.39 -81.25 -379.83 -42.33 263.06
梁右端 M
-49.89 -16.13 -2.8 2.8 -57.95 -164.86 164.86 -79.60 -84.80 -83.16 -283.86 -45.97 164.43 —— —— —— —— —— —— —— ——
V
-62.92 -23.47 -1 1 -74.66 -58.65 58.65 —— —— —— —— —— —— —— —— —— —— -99.90 -109.20 -107.94 -165.84
梁右端 M
-48.1 -15.54 -4.6 4.6 -55.87
V
-63.2 -23.57 -1.71 1.71 -74.99
-78.12 78.12 —— —— —— —— —— —— —— —— —— —— 99.60 108.37 106.52 189.97
框架梁内力组合表
-19.52 -8.2 10.5 -0.85 -10.5 -8.2 -20.14 19.52 11.62 -15.22 -17.98 -16.66 18.13 10.67 -20.55 -19.37 -6.86 10.5 0.49 -6.86 -10.5 -20.55 19.37 10.67 -16.66 -18.13
左风 ③ 3.54 -0.96 0 -2.42 -0.96 7.62 -5.19 0 -7.62 -5.19 2.42 -0.96 0 -3.54 -0.96 7.45 -2.13 0 -5.82 -2.13 17.44 -12.46 0 -17.44 -12.46 5.82 -2.13 0 -7.45 -2.13
-70.54 -26.77 30.37 -5.51 -26.77 -30.36 -72.43 70.54 42.11 -55.16 -65.02 -60.35 65.59 38.73 -74.01 -69.97 -21.71 30.37 -0.45 -21.71 -30.36 -74.01 69.97 38.73 -60.34 -65.59
表3.4.3
梁编号 截面位置 梁左 D1~C1 跨内 梁右 梁左 C1~B1 跨内 梁右 梁左 B1~A1 内力
底层框架梁内力组合表
M /kN·m V /kN M /kN·m M /kN·m V /kN M /kN·m V /kN M /kN·m M /kN·m V /kN M /kN·m V /kN
64.44 -92.83 -104.11
65.82 -94.83 -106.34
48.74 -26.08 -67.60
62.87 -50.85 -91.56
底层框架梁内力组合表
恒+活 恒+活 恒+风 恒+0.9*（活+风） 1.2①+1.4② 1.35①+0.98② 1.2①+1.4④ 1.2①+1.26（②+④） -92.81 -94.80 -114.34 -130.28 104.11 106.34 89.86 111.59 64.44 65.82 48.74 62.87 -114.55 -116.95 -61.32 -89.09 -111.06 -113.42 -72.81 -98.33 -40.91 -41.42 -105.60 -107.80 51.14 51.29 90.40 98.23 -5.11 -5.51 -4.56 -5.05 -40.91 -41.42 45.46 28.15 -51.13 -51.28 17.52 -1.10 -114.58 -116.97 -111.69 -134.43 111.06 113.42 95.07 118.36
内力组合计算表
-40.87 12.04 22.99 -12.04 -64.09 38.35 52.44 -38.35 -82.95 78.46 70.66 -78.46 -114.76 133.87 152.13 -133.87
※ 一/二级框架结构底层柱下端截面弯矩设计值宜乘增大系数1.5/1.25 柱端组合弯矩设计值的调整：∑Mc≥ηc∑Mb ∑Mc —— 同一节点上、下柱端截面顺时针或逆时针方向组合弯矩设计值之和； ∑Mb —— 同一节点左、右梁端截面顺时针或逆时针方向组合的弯矩设计值； c ——柱端弯矩增大系数，一、二、三级分别取1.4、1.2、1.1。 调整后，仍可用表格方式列示出各截面的γREMC、γRENC。
50.31 0.39 -32.17 0.39 82.79 3.49 -67.74 3.49 101.19 6.60 -97.22 6.60 138.58 11.51 -169.37 11.51
40.87 -12.04 -22.99 12.04 64.09 -38.35 -52.44 38.35 82.95 -78.46 -70.66 78.46 114.76 -133.87 -152.13 133.87
SWK（左） SWK（右） SEK（左） SEK（右）
-50.31 -0.39 32.17 -0.39 -82.79 -3.49 67.74 -3.49 -101.19 -6.60 97.22 50.31 0.39 -32.17 0.39 82.79 3.49 -67.74 3.49 101.19 6.60 -97.22 40.87 -12.04 -22.99 12.04 64.09 -38.35 -52.44 38.35 82.95 -78.46 -70.66 -40.87 12.04 22.99 -12.04 -64.09 38.35 52.44 -38.35 -82.95 78.46 70.66
梁内力组合表
框架梁内力组合表
竖向荷载 恒载 活载 屋面雪荷 载作用 水平地震作用 风荷载作用 重力荷载 代表值效 应 永久荷载效应控制的组 合 1.35 SGk＋1.4(0.7SQk＋ 0.7SSK+0.6SWK) 左风 右风
单位：弯矩（kN
杆 件 编 号
控 制 截 面
内 力 种 类
可变荷载效
SGK
1
SQK
2
SSK
3 左震4a
SEHK
右震4b 左风5a
SWK
右风5b
SGE
6Hale Waihona Puke 1.2 SGk＋ 1.4SQk
组合项次 左 端 一 层 A B 梁 跨 中 右 端 M V M M V M V 跨 中 右 端 M M V
1+2+3+5a 1+2+3+5b
1+2
左 端 一 层 B C 梁
表
单位：弯矩（kN· m）/剪力（kN）/轴力（kN） 内力组合 可变荷载效应控制的组合 1.2SGk＋0.9× 1.4(SQk+SSK+SWK) 左风 1+2+3+5a 右风 1+2+3+5b 地震作用效应参与的组合 重力荷载代表值+ 重力荷载代表值 +右地震 左地震 1.2 SGE＋ 1.3SEHK 6+4a 1.2 SGE＋ 1.3SEHK 6+4b 顺时针弯 矩 逆时针弯 逆时针弯 顺时针弯矩 矩 矩 基于梁端弯矩的剪力 考虑地震组合时的梁 调整（地震组合）1.1 端剪力设计值1.1 l r l r b （Mb +Mb )/l （Mb +Mb ）/l+VG 第 页 共 页
内力组合表及梁柱配筋
s M 1 f c b h0 2
( s M 1 f c bh 0 )
2
4 1 1 2 s
A s 1 f c b f h 0 f y A s 1 f c bh 0 f y
选配钢筋 实配钢筋截面面积 M γREM
2*25+2*20 2*16+1*14 1*14+2*25 1610.00 556.00 1135.00 218.69 -67.80 -156.82 164.02 -50.85 -117.62 0.208 0.235 1318.42 0.009 0.009 362.31 0.149 0.162 907.70
253.87 190.40 0.241 0.280 1570.58
-100.08 -75.06 0.014 0.014 536.00
-185.23 -138.92 0.176 0.195 1091.65
120.64 90.48 0.016 0.017 647.04 1*18+2*16 656.00 117.00 87.75 0.016 0.016 627.36 1*18+2*16 656.00 107.56 80.67 0.015 0.015 576.36 1*18+2*16 656.00 91.62 68.72 0.012 0.013 490.41 1*18+2*16 656.00
s M 1 f c b h0 2
( s M 1 f c bh 0 )
2
3 1 1 2 s
A s 1 f c b f h 0 f y A s 1 f c bh 0 f y
选配钢筋 2*20+1*16 实配钢筋截面面积 829.10
框架结构梁柱内力组合计算表(精选)
荷载种类
活载
风载
左风
右风
4
2.17 0.95 -1.75 0.95 -1.19 -3.16 -5.39 2.17 -5.39 1.61 0.82 1.91 -1.70 1.91 -0.76 -3.16 -10.86 1.81 -10.86 1.35 0.42 2.72 -1.79 2.72 -0.67 -2.46 -17.46 0.79 -17.46 0.99 -0.55 3.21 -0.80
-49.44 47.96 40.50 -53.64 -52.05 -24.71 12.14 -15.88 -31.52 -7.67 -54.84 40.67 25.70 -44.23 -36.95 -16.99 16.39 -3.04 -17.05 0.55 -59.55 46.40 11.63 -35.65 -36.76 -24.49 0.68 -4.19 -24.47 -0.68 -59.03 45.16 8.81 -49.63 -36.92 -19.98 32.63 -7.61
-2.00
2.09 -0.57 0.47 0.81 -0.45 2.00 -1.90 0.00 6.79 -1.29 4.00 1.29 1.09 2.79 -1.29 6.35 -6.05 0.00 6.35 -6.05 8.45 -2.20 1.84 4.77 -2.20 10.85 -5.17 0.00 10.85 -5.17 11.94 -2.86 3.36 5.23 -2.86 5.23 -11.31 0.00
0.97 -3.31 3.83 6.10 -8.65 13.77 -13.11 0.00 13.77 -19.07 31.67 -7.99 15.44 16.23 -7.99 36.78 -35.03 0.00 36.78 -35.03 46.34 -13.31 11.51 23.22 -13.31 52.65 -50.14 0.00 52.65 -50.14 58.97 -7.76 14.40 30.17 -7.76 68.40 -65.14 0.00
框架梁内力组合1
表6-1 框架梁内力组合表层次截面位置内力S Gk S QkS Wk S Wk1.2S Gk+1.26(S Qk+S wk)γER[1.2(SGk+0.5SQk)+1.3SEk)] 1.35SGk+SQk1.2SGk+1.4SQkV=γRE[ηVb(Mb左+Mb右)/ln+ VGb]六BM -67.82 -20.87(-4.37) 6.80 -6.80 39.00 -39.00 -99.11 -116.25 -24.98 -101.03 -112.43 -110.6079.42V 63.29 21.71(4.37) -1.50 1.50 -8.70 8.70 101.41 105.19 57.17 76.40 107.15 106.34ClM -74.26 -22.29(-5.31) -4.70 4.70 -25.90 25.90 -123.12 -111.28 -94.48 -43.98 -122.55 -120.32V 66.01 22.75(4.53) 1.50 -1.50 8.70 -8.70 109.77 105.99 79.25 60.03 111.86 111.06CrM -20.98 -13.00(-1.54) 6.20 -6.20 34.10 -34.10 -33.74 -49.37 13.67 -52.82 -41.32 -43.38107.33 V 10.78 3.25(0.63) -6.00 6.00 -42.80 42.80 9.47 24.59 -35.98 58.61 17.80 17.49DlM -2.64 -5.63(-2.31) -8.20 8.20 -68.50 68.50 -20.60 0.07 -70.20 63.37 -9.20 -11.05V 8.62 2.51(0.53) 6.00 -6.00 42.80 -42.80 21.07 5.95 56.36 -38.23 14.15 13.86DrM -68.41 -25.29(-3.90) 6.40 -6.40 54.10 -54.10 -105.89 -122.02 -10.58 -116.07 -117.64 -117.5069.93V 60.71 21.48(4.28) -1.90 1.90 -13.50 13.50 97.53 102.31 49.19 79.03 103.44 102.93EM -70.84 -21.70(-8.48) -7.50 7.50 -42.90 42.90 -121.81 -102.91 -109.40 -25.75 -117.34 -115.40V 62.15 20.64(4.14) 1.90 -1.90 13.50 -13.50 102.98 98.19 80.42 50.58 104.54 103.47跨间M BC72.92 89.68 95.59 83.85 106.76 107.73M CD 3.87 4.59 119.19 106.62 1.95 1.76M DE81.23 76.93 93.35 73.05 20.94 101.75表6-1 框架梁内力组合表(续1)层次截面位置内力S Gk S QkS Wk S Wk1.2S Gk+1.26(S Qk+S wk)γER[1.2(SGk+0.5SQk)+1.3SEk)] 1.35SGk+SQk1.2SGk+1.4SQkV=γRE[ηVb(Mb左+Mb右)/ln + VGb]五BM -97.43 -24.90(-23.55) 14.30 -14.30 70.70 -70.70 -130.28 -166.32 -29.35 -167.22 -156.44 -151.7889.74V 100.77 22.19(22.22) -3.30 3.30 -16.50 16.50 144.73 153.04 95.89 132.35 158.23 151.99ClM -95.83 -24.29(-23.48) -10.60 10.60 -53.00 53.00 -158.95 -132.24 -148.49 -45.14 -153.66 -149.00V 97.75 22.27(22.24) 3.30 -3.30 16.50 -16.50 149.52 141.20 129.28 92.81 154.23 148.48CrM -35.14 -8.73(-9.80) 13.90 -13.90 70.00 -70.00 -35.65 -70.68 32.21 -104.29 -56.17 -54.39122.46 V 9.07 3.03 (2.91) -13.80 13.80 -69.30 69.30 -2.69 32.09 -65.84 87.31 15.27 15.13DlM -14.39 -6.15(-6.45) -19.10 19.10 -96.30 96.30 -49.08 -0.95 -109.74 78.04 -25.57 -25.88V 8.59 2.73 (2.85) 13.80 -13.80 69.30 -69.30 31.14 -3.64 86.79 -66.36 14.33 14.13DrM -98.82 -22.52(-22.79) 15.10 -15.10 75.90 -75.90 -127.93 -165.98 -25.19 -173.20 -155.93 -150.1175.33V 94.70 21.06 (21.08) -4.30 4.30 -21.30 21.30 134.76 145.60 83.81 130.89 148.91 143.13EM -71.89 -15.82(-15.71) -15.70 15.70 -77.80 77.80 -125.99 -86.42 -147.63 4.08 -112.87 -108.42V 94.78 21.06 (21.04) 4.30 -4.30 21.30 -21.30 145.68 134.85 130.94 83.87 149.01 143.22跨间M BC94.92 112.28 114.95 89.03 116.73 118.94M CD22.26 9.37 131.50 126.05 2.75 7.50M DE88.50 99.24 102.83 79.99 110.39 115.94表6-1 框架梁内力组合表(续2)层次截面位置内力S Gk S QkS Wk S Wk1.2S Gk+1.26(S Qk+S wk)γER[1.2(SGk+0.5SQk)+1.3SEk)]1.35SGk+SQk1.2SGk+1.4SQkV=γRE[ηVb、(Mb左+Mb右) /ln+ VGb]四BM-100.04-24.24 22.80 -22.80 101.40 -101.40 -129.50 -186.96 26.68 -228.58 -165.36 -162.47108.62 V 100.85 22.13 -5.20 5.20 -23.10 23.10 142.35 155.46 88.63 139.68 158.28 152.00ClM -96.68 -24.87 -16.00 16.00 -72.00 72.00 -175.34 -135.02 -198.01 -3.98 -161.60 -159.53V 97.67 22.33 5.20 -5.20 23.10 -23.10 151.89 138.79 136.54 85.49 154.18 148.47CrM -34.03 -7.97 21.20 -21.20 95.10 -95.10 -26.68 -80.10 93.81 -162.23 -55.90 -54.78139.38 V 13.46 3.07 -21.80 21.80 -97.50 97.50 -7.45 47.49 -92.44 123.03 21.24 20.45DlM -14.08 -6.15 -31.00 31.00 -138.90 138.90 -65.65 12.47 -183.73 152.84 -26.70 -27.66V 4.20 2.69 21.80 -21.80 97.50 -97.50 35.90 -19.04 113.39 -102.08 8.36 8.81DrM -99.07 -23.05 24.50 -24.50 109.50 -109.50 -124.31 -186.05 33.16 -232.23 -162.55 -159.2188.69V 94.62 21.12 -6.00 6.00 -30.60 30.60 132.60 147.72 73.48 141.10 148.86 143.12EM -72.44 -16.37 -18.60 18.60 -111.10 111.10 -136.15 -89.27 -212.18 67.06 -118.25 -115.58V 94.86 21.00 6.00 -6.00 30.60 -30.60 147.85 132.73 141.28 73.65 149.05 143.23跨间M BC99.23 114.96 118.04 95.48 116.73 115.56M CD44.03 28.84 138.94 129.63 3.71 4.36M DE79.56 98.88 107.32 83.72 94.09 95.58表6-1 框架梁内力组合表(续3)层次截面位置内力S Gk S QkS Wk S Wk1.2S Gk+1.26(S Qk+S wk)γER[1.2(SGk+0.5SQk)+1.3SEk)] 1.35SGk+SQk1.2SGk+1.4SQkV=γRE[ηVb(Mb左+Mb右)/ln+ VGb]三BM -100.04 -24.24 32.00 -32.00 130.90 -130.90 -110.28 -190.92 1.44 -253.81 -159.30 -153.99117.58 V 100.85 22.13 -7.50 7.50 -30.70 30.70 80.24 99.14 80.23 148.08 111.28 86.21ClM -96.68 -24.87 -24.20 24.20 -99.50 99.50 -185.67 -124.69 -219.76 -25.74 -161.60 -159.53V 97.67 22.33 7.50 -7.50 30.70 -30.70 154.79 135.89 144.94 77.09 154.18 148.47CrM -34.03 -7.97 31.90 -31.90 131.30 -131.30 -10.68 -91.07 85.25 -170.78 -53.91 -51.99154.93 V 13.46 3.07 -30.80 30.80 -126.60 126.60 -18.79 58.83 -124.60 155.19 21.24 20.45DlM -14.08 -6.15 -42.00 42.00 -172.60 172.60 -77.57 28.27 -187.59 148.98 -25.16 -25.51V 4.20 2.69 30.80 -30.80 126.60 -126.60 47.24 -30.38 145.55 -134.24 8.36 8.81DrM -99.07 -23.05 33.20 -33.20 136.10 -136.10 -106.09 -189.75 8.28 -257.11 -156.79 -151.1594.87V 94.62 21.12 -9.50 9.50 -38.80 38.80 128.19 152.13 64.41 150.16 148.86 143.12EM -72.44 -16.37 -35.00 35.00 -143.20 143.20 -151.65 -63.45 -230.32 48.92 -114.16 -109.85V 94.86 21.00 9.50 -9.50 38.80 -38.80 152.26 128.32 150.34 64.59 149.05 143.23跨间M BC92.32 115.67 123.75 99.57 106.73 109.56M CD43.87 26.83 144.40 134.60 2.38 3.08M DE72.99 90.47 102.46 85.64 96.37 88.73表6-1 框架梁内力组合表(续4)层次截面位置内力S Gk S QkS Wk S Wk1.2S Gk+1.26(S Qk+S wk)γER[1.2(SGk+0.5SQk)+1.3SEk)] 1.35SGk+SQk1.2SGk+1.4SQkV=γRE[ηVb(Mb右+Mb左)/ln+ VGb]二BM -98.80 -23.93 39.20 -39.20 147.70 -147.70 -99.32 -198.11 44.32 -243.70 -157.31 -152.07139.88 V 100.68 22.13 -9.20 9.20 -34.60 34.60 137.11 160.29 75.75 152.21 158.05 151.80ClM -96.61 -24.80 -29.70 29.70 -112.10 112.10 -184.61 -109.77 -207.41 11.18 -155.23 -150.66V 97.84 22.33 9.20 -9.20 34.60 -34.60 157.14 133.95 149.42 72.95 154.41 148.67CrM -34.11 -8.05 39.10 -39.10 147.90 -147.90 -1.81 -100.34 109.88 -178.52 -54.10 -52.21175.64 V 13.42 3.07 -38.70 38.70 -146.40 146.40 -28.79 68.73 -146.52 177.03 21.19 20.40DlM -14.02 -6.08 -53.80 53.80 -203.40 203.40 -92.28 43.30 -213.67 182.96 -25.01 -25.34V 4.24 2.69 38.70 -38.70 146.40 -146.40 57.24 -40.28 167.47 -156.08 8.41 8.85DrM -99.12 -23.10 42.40 -42.40 160.40 -160.40 -94.63 -201.48 56.78 -256.00 -156.92 -151.29113.22 V 94.47 21.16 -11.90 11.90 -45.00 45.00 125.03 155.02 57.42 156.87 148.69 142.99EM -72.71 -16.65 -43.30 43.30 -163.40 163.40 -162.79 -53.67 -232.25 86.38 -114.81 -110.56V 95.01 21.00 11.90 -11.90 45.00 -45.00 155.47 125.48 157.35 57.90 149.27 143.41跨间M BC128.65 134.44 143.69 129.57 129.48 132.42M CD58.35 148.81 164.07 164.96 6.85 2.80M DE97.31 123.72 137.03 107.64 109.87 107.22表6-1 框架梁内力组合表(续5)层次截面位置内力S Gk S QkS Wk S Wk1.2S Gk+1.26(S Qk+S wk)γER[1.2(SGk+0.5SQk)+1.3SEk)]1.35SGk+SQk1.2SGk+1.4SQkV=γRE[ηVb(Mb左+Mb右) /ln+ VGb]一BM -101.74 -24.73 46.90 -46.90 186.00 -186.00 -94.15 -212.34 78.66 -284.04 -162.08 -156.71152.47 V 100.06 22.42 -11.10 11.10 -41.20 41.20 134.34 162.31 67.97 159.02 157.50 151.46ClM -94.28 -23.60 -36.70 36.70 -123.00 123.00 -189.11 -96.63 -215.40 24.45 -150.88 -146.18V 98.46 22.04 11.10 -11.10 41.20 -41.20 159.91 131.94 157.20 66.14 154.96 149.01CrM -34.71 -9.01 32.10 -32.10 162.40 -162.40 -12.56 -93.45 123.04 -193.64 -55.87 -54.27196.87 V 9.22 2.60 -37.60 37.60 -149.80 149.80 -33.04 61.72 -154.80 176.26 15.05 14.70DlM -9.98 -4.46 -58.20 58.20 -197.00 197.00 -90.92 55.74 -203.06 181.09 -17.93 -18.22V 8.44 3.16 37.60 -37.60 149.80 -149.80 61.49 -33.27 175.75 -155.31 14.55 14.55DrM -102.31 -24.37 46.00 -46.00 155.50 -155.50 -95.52 -211.44 48.56 -254.66 -162.49 -156.89139.77 V 95.55 20.91 -14.10 14.10 -47.30 47.30 123.25 158.78 55.86 160.40 149.91 143.94EM -75.10 -17.77 -55.70 55.70 -185.30 185.30 -182.69 -42.33 -256.25 105.08 -119.15 -115.00V 93.93 21.21 14.10 -14.10 47.30 -47.30 157.20 121.67 158.89 54.36 148.01 142.41跨间M BC132.06 143.78 163.68 141.44 124.84 117.86M CD72.20 70.39 189.57 183.74 4.85 3.83M DE119.54 106.83 145.36 139.73 119.67 104.47。
梁内力组合
SGK
活载
SQK
风荷载作用
SWK
水平地震作用
SEHK
重力荷载 代表值
SGE
内力组合
基于梁端弯矩的剪 力调整1.1 （Mbl+Mbr)/l
重力荷载代 重力荷载代 顺时针弯矩 逆时针弯矩 表值+左地震 表值+右地震
-10.88
0.04
1.44
17.46
-18.26
9.56
-8.95
34.81
-25.20
16.51
-19.93
45.79
-32.96 二层
24.26
2-2截面 二层 3-3截面 4-4截面 5-5截面 1-1截面 2-2截面 一层 3-3截面 4-4截面 5-5截面
M M V M V M M V M M V M V M
-21.13 57.55 93.22 -90.38 -103.65 -37.09 26.52 -35.26 -27.89 65.30 96.21 -144.07 -148.91 -21.51 0.97 -32.90 -2.60 59.00 99.38 -163.00 -158.90 -7.53 -9.02 -32.90 26.71 51.94
-63.05 67.49 86.04 -62.82 -89.09 -57.48 11.96 -35.26 -129.55 90.60 83.05 -68.72 -109.13 -77.20 40.75 -32.90 -154.84 96.91 79.87 -49.80 -99.15 -91.18 50.73 -32.90 -184.15 103.97