30.65
-30.65
-117.228
-117.357
-78.0476
-85.6804
-110.257
-117.126
-57.175
-136.865
B3C3
M
-16.64
-6.25
7.747
-7.747
85.99
-85.99
-28.718
-28.714
-9.1222
-30.8138
-18.0818
-37.6042
-0.671
0.671
-8.53
8.53
-101.698
-110.863
-93.9994
-92.1206
-101.68
-99.9887
-107.85
-85.673
跨中
M
-88.32
-8.88
-0.378
0.378
-4.92
4.92
-118.416
-128.112
-106.513
-105.455
-117.649
-5.3574
-21.4266
-11.7427
-26.2049
66.76
-98.86
C3D3
M
-65.55
-23.33
10.856
-10.86
123.34
-123.3
-111.322
-111.823
-63.4616
-93.8584
-94.3772
-121.734
67.684
-253
V
-67.34
-24.65
-69.2956
-98.5282
-95.3882
-102.29
-64.4735
M
68.24
27.54
12.603
-69.9052
-101.002
-98.3759
-101.75
-67.952
M
68.11
25.1
8.772
-8.772
97.36
-97.36
116.872
117.0485
94.0128
69.4512
124.4107
102.3053
223.36
-29.776
V
-68.22
-25.26
2.726
-2.726
-253
V
-67.34
-24.65
-2.726
2.726
-30.65
30.65
-115.318
-115.559
-84.6244
-76.9916
-115.302
-108.432
-135.44
-55.753
跨中
M
-59.47
-22.48
-1.042
1.042
-13
13
-102.836
-102.765
-72.8228
-40.4898
-40.4898
-39.546
-39.546
M
30.49
1.57
1.8
-1.8
22.77
-22.77
38.786
42.7315
39.108
34.068
40.8342
36.2982
67.131
7.929
V
-12.96
-0.88
1.333
-1.333
16.87
-16.87
-16.784
-18.376
-117.357
-78.0476
-85.6804
-110.257
-117.126
-57.175
-136.865
A2B2
M
-65.8
-23.42
15.094
-15.09
157.48
-157.5
-111.748
-112.25
-57.8284
-100.092
-89.4508
-127.488
111.712
-297.736
-20.5812
-17.004
-17.004
M
15.39
6.7
4.69
-4.69
55.8
-55.8
27.848
27.4765
25.034
11.902
32.8194
21.0006
95.028
-50.052
V
-11.16
-4.43
3.474
-3.474
41.33
-41.33
-19.594
-19.496
-8.5284
-106.513
-105.455
-117.649
-116.697
-117.71
-104.916
M
74.86
6.67
2.039
-2.039
25.79
-25.79
99.17
107.731
92.6866
86.9774
100.8053
95.66706
127.361
60.307
V
-82.91
-6.31
0.671
50.052
-95.028
V
-11.16
-4.43
-3.474
3.474
-41.33
41.33
-19.594
-19.496
-18.2556
-8.5284
-23.351
-14.5966
-69.779
37.679
跨中
M
-11.46
-5.42
0
0
0
0
-21.34
-20.891
-13.752
-13.752
-20.5812
-116.697
-117.71
-104.916
M
74.86
6.67
2.039
-2.039
25.79
-25.79
99.17
107.731
92.6866
86.9774
100.8053
95.66706
127.361
60.307
V
-82.91
-6.31
0.671
-0.671
8.53
-8.53
-108.326
-7.929
-67.131
V
-12.96
-0.88
-1.333
1.333
-16.87
16.87
-16.784
-18.376
-17.4182
-13.6858
-18.3404
-14.9812
-38.011
5.851
跨中
M
-32.24
-1.43
0
0
0
0
-40.69
-44.954
-38.688
-38.688
19.57
-19.57
-116.962
-117.029
-79.1886
-83.8674
-111.313
-115.524
-71.273
-122.155
B4C4
M
39
-6.7
4.69
-4.69
55.8
-55.8
-27.848
-27.4765
-11.902
-25.034
-21.0006
-32.8194
-118.239
-98.5526
-100.431
-106.597
-108.288
-92.189
-114.367
A4B4
M
-68.59
-22.51
6.719
-6.719
77.76
-77.76
-113.822
-115.107
-72.9014
-91.7146
-102.205
-119.137
5.274
-196.902
7.2框架柱内力组合
采取以下组合方式
考虑地震作用时：①1.3×地+1.2×(恒+0.5×活)
不考虑地震作用时：②γ0(1.35×恒+0.7×1.4×活)
③γ0[1.2×恒+1.4×0.9（风+活)]
7.3框架梁内力组合如下
横梁内力组合表：
左风
右风
左风
右风
左震
右震
杆件
截面
内力类型
恒载
活载
左风
右风
左震
右震
-98.3759
-101.75
-67.952
M
68.11
25.1
8.772
-8.772
97.36
-97.36
116.872
117.0485
94.0128
69.4512
124.4107
102.3053
223.36
-29.776
V
-68.22
-25.26
2.726
-2.726
30.65
-30.65
-117.228
V
-67.36
-24.24
-3.847
3.847
-39.7
39.7
-114.768
-115.176
-86.2178
-75.4462
-116.222
-106.527
-146.99
-43.766
跨中
M