柱子内力

N
-294.191926 -69.376058 -1.22153174 1.14961563
1
E柱顶
M
-27.2506208 -8.95748295 24.1106504 -23.4601785
V
-8.40700069 -2.76970442 13.493827 -13.1794761
N
-2113.93271 -345.005326 34.630728 -34.6257356
1.05 -2488.24 -42.08 -2488.24
72.86 -2237.69 -78.48 -2237.69
1.51 -2484.69 -42.60 -2484.69
85.39 -2861.76 -85.64 -2861.76
右风
-75.89 -299.58 45.90 -299.58 69.95 -369.03 -51.89 -369.03 -128.77 -413.19 92.11 -413.19 110.65 -351.42 -76.11 -351.42 -65.54 -2585.20 74.30 -2585.20 -15.17 -2297.46 48.65 -2297.46 -93.07 -2425.98 87.90 -2425.98 10.29 -2763.76 35.27 -2763.76
V
12.60763 4.00621606 14.1254749 -14.4486607
N
-2343.97027 -417.889177 -34.9988872 35.0061275
A柱底
M
-21.514191 -6.87496585 -42.7339674 43.6342049
V
12.60763 4.00621606 14.1254749 -14.4486607
-2343.97
-417.89
-35.00
35.01
A柱底
M
-21.51
-6.87
-42.73
43.63
N
-2343.97
-417.89
-35.00
35.01
注：1、表中M以左侧受拉为正，N以压为正；2、承载力抗震调整系数γRE取0.8；3、重力载＝恒载+0.5活
层次
6
控制截面 不利内力
恒载
活载
左风载
26.82 36.68
37.87
99.26
-99.88 -2106.11 -2952.89 -3030.74
-183.20
182.75
-13.78 -18.88 -19.48
99.26
-99.88 -2106.11 -2952.89 -3030.74
133.86
-134.22
-43.00 -59.48 -61.04
-345.01
34.63
-34.63
E柱底
M
13.94
4.61
-42.01
41.12
N
-2113.93
-345.01
34.63
-34.63
1
D柱顶
M
23.91
5.70
31.54
-31.33
N
-1889.64
-489.51
21.34
-21.35
D柱底
M
-12.29
-2.95
-45.52
45.28
N
-1889.64
92.99
-92.03
-31.70 -45.24 -45.57
164.84
-164.11 -2265.76 -3019.73 -3191.91
-167.55
165.94
16.25 23.19
23.35
164.84
-164.11 -2265.76 -3019.73 -3191.91
124.50
-124.13
V
7.389374 1.76447613 15.7271222 -15.6363216
N
-1889.64455 -489.513823 21.3425985 -21.3452155
D柱底
M
-12.2937323 -2.94623349 -45.5189392 45.2844868
V
7.389374 1.76447613 15.7271222 -15.6363216
C柱底
M
18.7558677 4.81743472 -46.5031044 46.7078953
V
-11.5900033 -3.00098777 16.3635758 -16.4455414
N
-2046.10644 -540.571673 -20.9744394 20.9648237
1
A柱顶
M
40.263196 12.7554928 26.4808597 -27.1642328
V
45.0406017 15.4054826 1.80789796 -1.54998075
N
-294.191926 -69.376058 -1.22153174 1.14961563
A柱底
M
-64.7000818 -22.8853327 -1.63089106 1.09224101
V
45.0406017 15.4054826 1.80789796 -1.54998075
N
-2343.97027 -417.889177 -34.9988872 35.0061275
注：1、表
左震
右震
重力载
横向框架梁的内力组合表（附表1） 不考虑地震
SEK（左） SEK（右）
GGK
1.2恒+1.4活
1.35恒 +1.4*0.7活
25.53
-25.66
-62.90 -100.92 -100.48
左震
右震
重力载
横向框架梁的内力组合表（附表1） 不考虑地震
SEK（左） SEK（右）
GGK
1.2恒+1.4活
1.35恒 +1.4*0.7活
25.5271455 -25.6590029 -62.9035704 -100.92 -100.48
1.2恒+1.4风（不利）
左风
-65.02
右风
E柱底
M
37.3977607 14.8925172 -0.20928155 0.73324691
V
-26.6404688 -10.2304679 1.08709327 -1.33002429
N
-248.216984 -57.1900199 1.14648503 -1.22760398
6
D柱顶
M
63.5987801 11.8463065 4.3471377 -4.54813573
16.58
-48.03 -65.94 -69.30
-3.01
3.03
-319.83 -479.95 -493.31
35.61
-35.53
-104.54 -152.96 -158.76
2.98
-2.94
-354.13 -534.03 -548.97
-21.47
21.39
79.46 111.46 115.69
-98.12
97.36 -2285.28 -3212.13 -3292.00
-187.80
188.18
21.19 29.25
30.04
-98.12
97.36 -2285.28 -3212.13 -3292.00
104.57
-105.60
46.61 66.17
66.86
-165.98
166.62 -2527.78 -3397.81 -3573.89
2.98
-2.94
-354.13 -534.03 -548.97
30.75
-30.60
104.26 162.54 163.48
-7.64
7.61
-304.19 -450.16 -465.15
-13.67
13.49
-73.57 -109.68 -109.77
-7.64
7.61
-304.19 -450.16 -465.15
4.35
-4.55
N
-308.52
-78.38
-0.78
0.85
D柱底
M
-45.37
-8.21
-1.64
1.83
N
-308.52
-78.38
-0.78
0.85
6
C柱顶
M
-101.35
-22.38
5.28
-5.11
N
-343.42
-87.09
0.86
-0.78
C柱底
M
73.86
16.30
-2.65
2.48
N
-1889.64455 -489.513823 21.3425985 -21.3452155
1
C柱顶
M
-38.0351486 -9.88740535 33.6784171 -33.8752578
V
-11.5900033 -3.00098777 16.3635758 -16.4455414
N
-2046.10644 -540.571673 -20.9744394 20.9648237
层 次 控制截面 不利内力
恒载
活载
左风载
右风载
SGK
SQK
SWK（左） SWK（右）
6
E柱顶
M
-58.51
-21.94
3.70
-4.05
N
-248.22
-57.19
1.15
-1.23
E柱底
M
37.40
14.89
-0.21
0.73
N
-248.22
-57.19
1.15
-1.23
6
D柱顶
M
63.60
11.85
N
-343.42
-87.09
0.86
-0.78
6
A柱顶
M
97.45
32.57
4.88
-4.49
N
-294.19
-69.38
-1.22
1.15
A柱底
M
-64.70
-22.89
-1.63
1.09
N
-294.19
-69.38
-1.22
1.15
1
E柱顶
M
-27.25
-8.96
24.11
-23.46
N
-2113.93
V
30.2702565 5.5707217 1.66246541 -1.77153713
N
-308.521633 -78.375727 -0.78274059 0.85356668
D柱底
M
-45.3741436 -8.20829155 -1.63773778 1.82939792
V
30.2702565 5.5707217 1.66246541 -1.77153713
E柱底
M
13.9436825 4.61406872 -42.0091019 41.1192543
V
-8.40700069 -2.76970442 13.493827 -13.1794761
N
-2113.93271 -345.005326 34.630728 -34.6257356
1
D柱顶
M
23.9142002 5.69969954 31.5439596 -31.3334893
-489.51
21.34
-21.35
1
C柱顶
M
-38.04
-9.89
33.68
-33.88
N
-2046.11
-540.57
-20.97
20.96
C柱底
M
18.76
4.82
-46.50
46.71
N
-2046.11
-540.57
-20.97
20.96
1
A柱顶
M
40.26
源自文库
12.76
26.48
-27.16
N
C柱底
M
73.8628971 16.3006466 -2.64604779 2.48431332
V
-48.6703894 -10.7457363 2.20254335 -2.10845783
N
-343.423455 -87.088195 0.85778729 -0.77557833
6
A柱顶
M
97.4460843 32.5744047 4.87754161 -4.48768971
N
-308.521633 -78.375727 -0.78274059 0.85356668
6
C柱顶
M
-101.350504 -22.3840043 5.28310827 -5.10613487
V
-48.6703894 -10.7457363 2.20254335 -2.10845783
N
-343.423455 -87.088195 0.85778729 -0.77557833
-172.66
174.29
-24.92 -35.44 -35.78
-165.98
166.62 -2527.78 -3397.81 -3573.89
8；3、重力载＝恒载+0.5活载；4、弯矩单位为KN.m ，轴力单位为KN 。
1.2恒+1.4风（不利）
左风
-65.02 -296.26 44.58 -296.26 82.40 -371.32 -56.74 -371.32 -114.22 -410.91 84.93 -410.91 123.76 -354.74 -79.92 -354.74
7.67
-7.70
-256.38 -377.93 -391.14
-8.14
8.32
43.17 65.73
65.08
7.67
-7.70
-256.38 -377.93 -391.14
31.00
-31.09
64.22 92.90
97.47
-3.01
3.03
-319.83 -479.95 -493.31
-16.48
右风载
SGK
SQK
SWK（左） SWK（右）
E柱顶
M
-58.5079271 -21.9371673 3.70425423 -4.05484053
V
-26.6404688 -10.2304679 1.08709327 -1.33002429
N
-248.216984 -57.1900199 1.14648503 -1.22760398