弯矩二次分配法(六层)

上柱
下柱 0.216
右梁 0.588
-22.61 -6.72 -12.10 -9.99 -28.81
-5.71 -18.30 27.72 -27.19 -23.48
0.161 0.178 0.178 0.483
170.08 -21.89 17.87 6.97 173.04
-24.20 -3.36 7.71 -19.85
上柱
下柱 0.525
右梁 0.475
2.30 67.69 19.70 -8.74 78.65
-131.22 61.24 -3.05 -7.91 -80.94
0.344 0.344 0.312
39.41 33.84 -14.66 58.59
30.70 39.41 19.70 -14.66 44.45
-145.25 35.74 -10.94 -13.29 -133.75
9.26 -27.04
-7.45 -65.67 -45.72 25.14 -93.70
0.161 0.178 0.178 0.483
170.08 -21.89 17.87 8.38 174.45
-24.20 -12.10 9.26 -27.04
-26.68 -24.20 -12.10
9.26 -27.04
左梁 0.588
-5.71 55.44 -9.15 30.82 71.40
上柱
下柱 0.216
右梁 0.196
22.61 20.37 -16.85 11.32 14.84
-111.19 18.48 -26.41 10.27 -108.84
0.483 0.178 0.178 0.161
-7.45 -91.44 -32.83 5.82 -125.90
0.344
39.41 19.70 -9.79 49.32
0.344 0.312
30.70 39.41 19.70 -9.79 49.32
-145.25 35.74 -10.94 -8.88 -129.34
0.344
39.41 19.70 -9.79 49.32
0.344 0.312
30.70 39.41 19.70 -9.79 49.32
26.68 -33.70 -16.85 6.96 -43.59
170.08 -30.48 27.45 6.29 173.35
0.483 0.178 0.178 0.161
-7.45 -91.44 -32.83 18.88 -112.84
-33.70 -16.85 6.96 -43.59
26.68 -33.70 -16.85 6.96 -43.59
0.373
42.73 19.70 -2.91 59.52
0.29 0.337
30.70 33.22
-2.26 30.96
-145.25 38.60 -11.90 -2.63 -121.18
0.175 0.15 0.15 0.525
170.08 -23.79 19.30 7.44 173.03
-20.39 -12.10 6.37 -26.12
36.21
60.53 30.26 4.87
95.66
0.312
0.344 0.344
-145.25 54.90 -15.24 -14.13 -119.73
-30.70 60.53 30.26 -15.58
75.21
-145.25 35.74 -10.94 -8.88 -129.34
0.344 0.344 0.312
39.41 19.70 -10.36 48.75
30.70 39.41 21.36 -10.36 50.41
-145.25 35.74 -10.94 -9.40 -129.86
左梁 0.196
59.45 -6.10 30.62 -9.06 74.91
左梁 0.475
111.19 -52.82 9.24 -18.76 48.85
上柱
下柱 0.525
2.296 -58.37 30.26 -20.74 -48.85
0.312
0.344 0.344
-145.25 54.90 -15.24 4.42 -101.18
-30.70 60.53 -29.19 4.87
-7.45 -65.67 -45.72 25.14 -93.70
0.161 0.178 0.178 0.483
170.08 -21.89 17.87 8.07 174.14
-24.20 -12.10 8.93 -27.37
-26.68 -24.20 -10.20
8.93 -25.47
-7.45 -65.67 -45.72 24.22 -94.61
170.08 -30.48 27.45 6.29 1来自百度文库3.35
0.483 0.178 0.178 0.161
-7.45 -91.44 -32.83 17.60 -114.13
-33.70 -16.85 6.48 -44.06
26.68 -33.70 -14.20 6.48 -41.41
170.08 -30.48 27.45 5.87 172.92
-26.68 -20.39
0.00 6.37 -14.02
-7.45 -71.38 -49.69 22.31 -106.21
29.76
-13.06
在计算竖向恒载和活载作用下框架结构弯矩时要多次使用弯矩二次分配法，此表为恒载作用下 输入每一层的各节点梁柱分配系数和各节点固端弯矩，即可自动计算生成所有其他数据，注意 据，否则公式被取消了就无法得出正确结果！！！！（计算的各节点最终弯矩代数和均为0，有
-33.70 10.18 2.14 -21.37
26.68 -33.70 -16.85 2.14 -48.40
170.08 -30.48 27.45 1.94 168.99
0.483 0.178 0.178 0.161
-7.45 -91.44 -32.83 18.88 -112.84
-33.70 -16.85 6.96 -43.59
-26.68 -24.20 -12.10
7.71 -28.59
-7.45 -65.67 -45.72 20.92 -97.92
0.161 0.178 0.178 0.483
170.08 -21.89 17.87 8.38 174.45
-24.20 -12.10 9.26 -27.04
-26.68 -24.20 -12.10