柱j层i hi(m)Vi(KN)Di(KN/m)Dij(KN/m)Dij/Di
z16 3.6 5.394400891250.207
5 3.613.224400891250.207
4 3.620.654400891250.207
3 3.628.084400891250.207
2 3.635.514400891250.207
1 4.643.404327198130.227 z26 3.6 5.3944008128790.293
5 3.613.2244008128790.293
4 3.620.6544008128790.2933 3.628.0844008128790.2932 3.635.5144008128790.2931 4.643.4043271118230.273
屋面 6.9
23.48 6.9楼面
22.57
3.36.9楼层中间跨
2.71
11.52
3.3
屋面Mo
FR
93.168.99 4.50顶层边跨109.4178375106.956楼面
89.558.99
4.50中间跨
16.266937531.812楼层边跨136.2280875141.4065楼层中间跨14.143387527.951
T1
0.64
△Fn
18.50937
29393.24864
11984.08549
7672.136085
5642.080134
4461.549145
4037.931584
Vik(KN)K y
1.35 1.060.3530 1.71 3.14
3.31 1.060.4500 5.35 6.5461
5.16 1.060.45308.4210.1751
7.02 1.060.500012.6412.6441
8.88 1.060.500015.9815.9831
10.85 1.190.647032.2917.6221
1.35 1.910.3955 1.92
2.9311
3.31 1.910.4500 5.35 6.54
层号
b
z
β
5.16 1.910.49559.219.387.02 1.910.500012.6412.648.88 1.910.500015.9815.9810.85 2.150.604530.1719.74
6.378016586.90068413
3.33.3 3.93.3 3.33.3 3.93.3
3.3
1/2*Mo 边FR 中FR
54.7089188106.9631.81268.133********.4127.951568.1140438141.4127.95147.07169375
141.4127.9513141.4127.9512141.41
27.951
1
恒载
GA
6104.565145.164145.163145.162145.161
145.16GB6
125.395179.494179.493179.492179.491
179.49活荷载GA6
6.73526.91426.91326.912
26.91
mab中
543
443
343
243
143
8.532819.2841630.0355240.7868851.5382462.49312
22.050.840.358.97 5.39 5.3918.450.780.3514.047.8313.2214.85
0.740.3514.047.4320.6511.250.740.3514.047.4328.087.65
0.740.3514.047.4335.514.050.74
0.35
14.927.8943.4
()
Z m z
μ0
ω2()
A m ()
w KN P ()
V KN
△M VAB VBA VBC Mc
14.4651.3819355.5740715.906 6.9
10.4069.1959572.2105513.9755 6.9
6.2369.7999371.6065713.9755 6.9
6.2369.7999371.6065713.9755 6.9
6.0769.8229471.5835613.9755 6.9
8.5869.4599371.9465713.9755 6.9
Mc
N边Mc中间Mc
104.5640.6743-52.4766
249.7256.87409-65.2159
394.8856.42494-65.6651
540.0456.42494-65.6651
685.256.11704-65.973
830.3662.06191-60.0281
125.39
304.88
484.37
663.86
843.35
1022.84
6.73
33.64
60.55
87.46
114.37
141.28
9.95 52.95 95.95 138.95 181.95 224.95