内力组合

D～E跨梁强剪弱弯 调整前的弯矩 40.70 -119.21 40.70 -135.81
D～E跨梁强剪弱弯调整 调整前的弯矩 调整后的弯矩之和 -165.35 206.06 134.45 253.66 -165.35 206.06 -61.69 135.81
92.48 104.83 106.55 91.62 93.33 96.34 99.19 83.12 85.98 73.38 39.24 73.38 198.66
0.00 -2.20 -2.20 -2.20 -2.20 -3.67 -3.67 -3.67 -3.67 -44.59 -46.16 -44.59 -4.77
S 1.2SGk 0.8SQk 1.3SEhk
S 1.0SGk 0.8SQk 1.3SEhk
-26.21 -21.67 -35.84 -19.13 -33.29 -12.91 -36.52 -10.37 -33.97 123.24 -150.79 123.24 -34.54
-21.14 -31.33 -17.16 -28.22 -14.05 -34.37 -10.77 -31.26 -7.66 -165.35 134.45 -165.35 -61.69
-47.71 -54.37 -54.37 -49.91 -49.91 -48.22 -48.22 -43.76 -43.76 -82.24 -67.94 -82.24 -94.53
183.95 198.93 198.93 181.75 181.75 168.05 168.05 150.87 150.87 100.52 37.87 100.52 341.24
强柱弱梁调
组合 一 二 D轴 三 四 一层 C1节点 轴号 层次 位置 Mc 96.25 252.45 130.16 272.88 99.08 254.15 127.33 271.18 ∑Mc 348.70 403.04 353.23 398.51
0.00 -6.39 -6.39 -6.39 -6.39 -10.65 -10.65 -10.65 -10.65 -128.21 -132.77 -128.21 -13.85
-51.37 -68.24 -49.70 -60.64 -42.10 -70.40 -39.52 -62.80 -31.92 -237.24 167.84 -237.24 -132.97
S 1.0SGk 1.4SQk
S 1.2SGk 1.4SQk 0.6 1.4Swk S 1.0SGk 1.4SQk 0.6 1.4Swk
S 1.2SGk 0.7 1.4SQk 1.4Swk
S 1.0SGk 0.7 1.4SQk 1.4Swk
D轴一层柱强剪弱弯调整值 调幅前柱的上下端弯矩 调幅后柱的上下端弯矩 上端 下端 上端 下端 -252.45 209.79 301.84 314.69 272.88 -220.01 291.52 -330.02 -254.15 210.65 299.98 315.97 271.18 -219.16 138.63 -328.74
C～D跨 右端 V (kN) -65.14 -22.3 -2.62 -2.62 -34.3 -34.3 -109.79 -109.39 M (kN· m) -26.53 -9.55 11.03 -11.03 143.01 -143.01 -45.17 -45.21 左端 V (kN) 16.55 6.8 -7.61 -7.61 -98.62 -98.62 29.01 29.38 M (kN· m) 24.21 7.94 0 0 0 0 40.46 40.17 跨中 V (kN) 0 0 -7.61 -7.61 -98.62 -98.62 0.00 0.00 M (kN· m) -38 -9.55 -11.03 11.03 -143.01 143.01 -60.66 -58.97 右端 V (kN) -26.09 -6.8 -7.61 -7.61 -98.62 -98.62 -41.89 -40.83 M (kN· m) -49.36 -12.84 6.4 -6.4 82.8 -82.8 -79.22 -77.21 左端 V (kN) 85.91 70.03 -2.62 -2.62 -34.3 -34.3 184.61 201.13
下端
V (kN) 72.16 -53.63 70.62 N (kN) -901.41 -901.41 -759.51
126.89
-55.17
-759.51
-127.33
-55.17
-759.51
D ～E 跨 跨中 M (kN· m) 66.06 18.87 -1.02 1.02 -13.24 13.24 107.67 105.69 V (kN) 0 0 -2.62 -2.62 -34.3 -34.3 0.00 0.00 M (kN· m) -15.55 -3.99 -8.43 8.43 -111 111 -24.90 -24.25 右端 V (kN) -22.3 -18.15 -2.62 -2.62 -34.3 -34.3 -47.89 -52.17
强柱弱梁调整
Mb 237.24 40.70 167.84 119.21 237.24 40.70 132.97 135.81 ∑Mb 277.95 287.04 277.95 135.81 ηc 1.5 1.5 1.5 1.5 ηcΣMb 416.92 430.56 416.92 203.72 分配系数 0.276 0.724 0.323 0.677 0.280 0.720 0.320 0.680 M 115.08 301.84 139.04 291.52 116.94 299.98 65.09 138.63
下端
V (kN) 107.88 -99.75 107.21 -100.43 N (kN) -1451.20 -1451.20 -1231.60 -1231.60
D轴二层柱
上端
M (kN· m) -96.78 129.63 -99.52 V (kN) 72.16 -53.63 70.62 N (kN) -90196.25 -130.16 99.08
D轴一层柱
上端
M (kN· m) -252.45 272.88 -254.15 271.18 V (kN) 107.88 -99.75 107.21 -100.43 N (kN) -1451.20 -1451.20 -1231.60 -1231.60 M (kN· m) 209.79 -220.01 210.65 -219.16
0.00 -2.20 -2.20 -2.20 -2.20 -3.67 -3.67 -3.67 -3.67 -44.59 -46.16 -44.59 -4.77
-55.14 -67.94 -57.19 -60.51 -49.76 -66.14 -48.22 -58.70 -40.78 -159.94 88.39 -159.94 -128.61
206.03 214.55 214.55 203.83 203.83 167.36 167.36 156.63 156.63 85.06 84.48 85.06 333.28
68.42 78.26 76.54 69.28 67.56 71.77 68.92 62.79 59.94 81.17 3.56 81.17 145.59
S1.35Gk074Q
S1.2Gk4Q
S1.0Gk4Q
S1.2Gk4Q06w
S1.0Gk4Q6w
S1.2Gk074Qw
S1.0Gk74Qw
S1.2Gk05Q3Eh
S1.0Gk5Q3Eh
A～C跨
一层梁
左端 M (kN· m) -12.74 -9.62 8.43 -8.43 111 -111 ; -28.76 V (kN) 53.61 108.87 -2.62 -2.62 -34.3 -34.3 179.07 216.75 M (kN· m) 44.9 16.8 1.02 -1.02 13.24 -13.24 77.08 77.40
26.07 22.99 22.99 19.68 19.68 15.87 15.87 12.56 12.56 -104.27 -124.61 -104.27 40.27
35.33 40.17 40.17 35.33 35.33 36.83 36.83 31.99 31.99 33.82 9.53 33.82 75.40
-35.61 -47.22 -47.22 -42.00 -42.00 -48.63 -48.63 -43.41 -43.41 -163.59 -140.93 -163.59 -91.82
-67.34 -71.83 -82.58 -61.96 -72.71 -62.86 -80.78 -52.98 -70.90 40.70 -119.21 40.70 -135.81
跨中 V (kN) 0 0 -2.62 -2.62 -34.3 -34.3 0.00 0.00 M (kN· m) -37.16 -12.84 -6.4 6.4 -82.8 82.8 -62.75 -62.57
右端
荷载效应
S 1.35S Gk 0.7 1.4S Qk
S 1.2SGk 1.4SQk
-96.36 -111.59 -111.59 -98.56 -98.56 -103.69 -103.69 -90.66 -90.66 -136.14 -72.92 -136.14 -209.41
-39.90 -35.94 -54.47 -30.63 -49.17 -25.75 -56.64 -20.45 -51.33 148.35 -190.76 148.35 -64.15