【四層】5532平米框架教學(xué)樓畢業(yè)設(shè)計(jì)(計(jì)算書(shū)、部分建筑結(jié)構(gòu)圖)
【四層】5532平米框架教學(xué)樓畢業(yè)設(shè)計(jì)(計(jì)算書(shū)、部分建筑結(jié)構(gòu)圖),【溫馨提示】壓縮包內(nèi)含CAD圖有預(yù)覽點(diǎn)開(kāi)可看。打包內(nèi)容里dwg后綴的文件為CAD圖,可編輯,無(wú)水印,高清圖,壓縮包內(nèi)文檔可直接點(diǎn)開(kāi)預(yù)覽,需要原稿請(qǐng)自助充值下載,所見(jiàn)才能所得,請(qǐng)細(xì)心查看有疑問(wèn)可以咨詢QQ:11970985或197216396
梁柱內(nèi)力組合
考慮四種荷載組合:
1)1.2恒荷載+1.4活荷載;
2)1.2恒荷載+1.4風(fēng)荷載;
3)1.2恒荷載+0.9*(1.4活荷載+1.4風(fēng)荷載);
4)1.35恒荷載+0.7活荷載。
在組合各種荷載的內(nèi)力時(shí),風(fēng)荷載分別考慮左風(fēng)和右風(fēng);活荷載除屋面外考慮最不利布置。
1.橫梁內(nèi)力組合表
框架橫梁的活荷載不利布置有以下三種:
1)邊支座最大負(fù)彎矩和最大剪力及邊跨跨中最大彎矩
2)中間跨中最大彎矩
3)中間支座處最大負(fù)彎矩和最大剪力
橫梁內(nèi)力組合(四層)
桿件號(hào)
截面
內(nèi)力種類
恒載
活荷載
地震荷載
風(fēng)荷載
內(nèi)力組合
控制值
左震
右震
左風(fēng)
右風(fēng)
1.2恒+1.4活
1.2恒+1.4風(fēng)
1.2恒+0.9*(1.4活+1.4風(fēng))
1.35恒+0.7活
1.2*(恒+0.5*活)+1.3*地震
A4C4
A4
M
-51.84
-18.97
25.121
-25.121
3.661955
-3.66196
-88.766
-67.3347
-90.7243
-83.263
-106.247
-65.0728
V
-62.0033
-21.8739
3.489027
-3.48903
0.508605
-0.5086
-105.027
-75.116
-102.606
-99.0162
-92.064
-100.054
跨中
M
52.5984
18.2036
4.250105
-4.25011
0.68414
-0.68414
88.60312
62.16028
85.1926
83.75036
68.5151
41.41811
C4左
M
80.52
27.69
20.87089
-20.8709
2.977815
-2.97782
135.39
92.45506
127.7614
128.085
86.10584
106.4909
V
69.96998
24.29611
2.898735
-2.89873
0.413585
-0.41359
117.9785
83.38496
114.056
111.4668
94.77329
110.4292
C4D4
C4右
M
-56.87
-20.13
12.36301
-12.363
1.388483
-1.38848
-96.426
-70.1879
-95.3573
-90.8655
-96.3939
-88.7353
V
-15.7972
-5.59167
3.43417
-3.43417
0.38569
-0.38569
-26.785
-19.4966
-26.4881
-25.2404
-26.7761
-23.599
跨中
M
-36.2636
-12.84
0
0
0
0
-61.4923
-43.5163
-59.6947
-57.9439
-51.2203
-3.25599
D4左
M
-56.87
-20.13
-12.363
12.36301
-1.38848
1.388483
-96.426
-66.3001
-91.8583
-90.8655
-64.2501
-85.4793
V
-15.7972
-5.59167
3.43417
-3.43417
0.38569
-0.38569
-26.785
-19.4966
-26.4881
-25.2404
-26.7761
-22.6271
D4F4
D4右
M
80.52
27.69
-20.8709
20.87089
-2.97782
2.977815
135.39
100.7929
135.2654
128.085
140.3702
99.24736
V
69.96998
24.29611
2.898735
-2.89873
0.413585
-0.41359
117.9785
83.38496
114.056
111.4668
94.77329
113.005
跨中
M
52.5984
18.2036
4.250105
-4.25011
0.68414
-0.68414
88.60312
62.16028
85.1926
83.75036
68.5151
43.08229
F4
M
-51.84
-18.97
-25.121
25.121
-3.66196
3.661955
-88.766
-57.0813
-81.4961
-83.263
-40.9327
-56.1651
V
-62.0033
-21.8739
3.489027
-3.48903
0.508605
-0.5086
-105.027
-75.116
-102.606
-99.0162
-92.064
-102.375
橫梁內(nèi)力組合(三層)
桿件號(hào)
截面
內(nèi)力種類
恒載
活荷載
地震荷載
風(fēng)荷載
內(nèi)力組合
控制值
左震
右震
左風(fēng)
右風(fēng)
1.2恒+1.4活
1.2恒+1.4風(fēng)
1.2恒+0.9*(1.4活+1.4風(fēng))
1.35恒+0.7活
1.2*(恒+0.5*活)+1.3*地震
A3C3
A3
M
-62.8
-25.57
39.52102
-39.521
8.081833
-8.08183
-111.158
-86.6746
-117.761
-102.679
-142.079
同一層
V
-65.2617
-22.4169
5.48903
-5.48903
1.122477
-1.12248
-109.698
-79.8854
-107.974
-103.795
-98.8999
同一層
跨中
M
30.9476
13.5586
1.628467
-1.62847
1.040217
-1.04022
56.11916
35.68082
52.91028
51.27028
43.15527
同一層
C3左
M
68.02
30.38
37.89255
-37.8926
7.041617
-7.04162
124.156
71.76574
111.0304
113.093
50.59168
同一層
V
66.71165
23.75306
5.262854
-5.26285
0.978002
-0.978
113.3083
78.68478
108.7505
106.6879
87.4641
同一層
C3D3
C3右
M
-43.96
-24.05
22.44591
-22.4459
3.283334
-3.28333
-86.422
-57.3487
-87.192
-76.181
-96.3617
同一層
V
-12.2111
-6.68056
6.234974
-6.23497
0.912037
-0.91204
-24.0061
-15.9302
-24.22
-21.1614
-26.7671
同一層
跨中
M
-27.2902
-14.9294
0
0
0
0
-53.6494
-32.7482
-51.5593
-47.2924
-41.7059
同一層
D3左
M
-43.96
-24.05
-22.4459
22.44591
-3.28333
3.283334
-86.422
-48.1553
-78.918
-76.181
-38.0023
同一層
V
-12.2111
-6.68056
6.234974
-6.23497
0.912037
-0.91204
-24.0061
-15.9302
-24.22
-21.1614
-26.7671
同一層
D3F3
D3右
M
68.02
30.38
-37.8926
37.89255
-7.04162
7.041617
124.156
91.48226
128.7752
113.093
149.1123
同一層
V
66.71165
23.75306
5.262854
-5.26285
0.978002
-0.978
113.3083
78.68478
108.7505
106.6879
87.4641
同一層
跨中
M
30.9476
13.5586
1.628467
-1.62847
1.040217
-1.04022
56.11916
35.68082
52.91028
51.27028
43.15527
同一層
F3
M
-62.8
-25.57
-39.521
39.52102
-8.08183
8.081833
-111.158
-64.0454
-97.3951
-102.679
-39.3247
同一層
V
-65.2617
-22.4169
5.48903
-5.48903
1.122477
-1.12248
-109.698
-79.8854
-107.974
-103.795
-98.8999
同一層
橫梁內(nèi)力組合(二層)
桿件號(hào)
截面
內(nèi)力種類
恒載
活荷載
地震荷載
風(fēng)荷載
內(nèi)力組合
控制值
左震
右震
左風(fēng)
右風(fēng)
1.2恒+1.4活
1.2恒+1.4風(fēng)
1.2恒+0.9*(1.4活+1.4風(fēng))
1.35恒+0.7活
1.2*(恒+0.5*活)+1.3*地震
A2C2
A2
M
-57.06
-24.18
53.30554
-53.3055
13.48108
-13.4811
-102.324
-87.3455
-115.925
-93.957
-152.277
同一層
V
-64.6436
-22.3447
7.403547
-7.40355
1.872372
-1.87237
-108.855
-80.1936
-108.086
-102.91
-100.604
同一層
跨中
M
34.4626
14.6886
-0.0934
0.093399
2.38489
-2.38489
61.91916
38.01627
56.85779
56.80653
50.2897
同一層
C2左
M
66.73
29.51
53.39894
-53.3989
11.09619
-11.0962
121.39
64.54133
103.2774
110.7425
28.36338
同一層
V
67.32971
23.82528
7.416519
-7.41652
1.541138
-1.54114
114.151
78.63805
108.8737
107.5728
85.44934
同一層
C2D2
C2右
M
-44.61
-24.291
31.63122
-31.6312
5.173883
-5.17388
-87.5394
-60.7754
-90.6578
-77.2272
-109.227
同一層
V
-12.3917
-6.7475
8.786449
-8.78645
1.43719
-1.43719
-24.3165
-16.8821
-25.1827
-21.452
-30.3409
同一層
跨中
M
-27.9402
-15.1704
0
0
0
0
-54.7668
-33.5282
-52.6429
-48.3386
-42.6305
同一層
D2左
M
-44.61
-24.291
-31.6312
31.63122
-5.17388
5.173883
-87.5394
-46.2886
-77.6196
-77.2272
-26.986
同一層
V
-12.3917
-6.7475
8.786449
-8.78645
1.43719
-1.43719
-24.3165
-16.8821
-25.1827
-21.452
-30.3409
同一層
D2F2
D2右
M
66.73
29.51
-53.3989
53.39894
-11.0962
11.09619
121.39
95.61067
131.2398
110.7425
167.2006
同一層
V
67.32971
23.82528
7.416519
-7.41652
1.541138
-1.54114
114.151
78.63805
108.8737
107.5728
85.44934
同一層
跨中
M
34.4626
14.6886
-0.0934
0.093399
2.38489
-2.38489
61.91916
38.01627
56.85779
56.80653
50.2897
同一層
F2
M
-57.06
-24.18
-53.3055
53.30554
-13.4811
13.48108
-102.324
-49.5985
-81.9526
-93.957
-13.6828
同一層
V
-64.6436
-22.3447
7.403547
-7.40355
1.872372
-1.87237
-108.855
-80.1936
-108.086
-102.91
-100.604
同一層
橫梁內(nèi)力組合(一層)
桿件號(hào)
截面
內(nèi)力種類
恒載
活荷載
地震荷載
風(fēng)荷載
內(nèi)力組合
控制值
左震
右震
左風(fēng)
右風(fēng)
1.2恒+1.4活
1.2恒+1.4風(fēng)
1.2恒+0.9*(1.4活+1.4風(fēng))
1.35恒+0.7活
1.2*(恒+0.5*活)+1.3*地震
A1C1
A1
M
-50.22
-21.14
82.06332
-82.0633
14.37961
-14.3796
-89.86
-80.3954
-105.019
-82.595
-179.63
-78.3623
V
-63.7769
-21.8864
11.39768
-11.3977
1.997167
-1.99717
-107.173
-79.3283
-106.626
-101.419
-104.481
-107.319
跨中
M
38.1826
16.0786
10.95469
-10.9547
0.38064
-0.38064
68.32916
45.28622
65.59855
62.80153
41.22518
27.42189
C1左
M
66.13
29.77
71.10863
-71.1086
13.99897
-13.999
121.034
59.75745
99.2275
110.1145
4.776785
105.7842
V
68.19637
24.28361
9.876198
-9.8762
1.944301
-1.9443
115.8327
79.11363
109.9832
109.0636
83.56676
114.1892
C1D1
C1右
M
-44.61
-24.49
42.12167
-42.1217
6.527377
-6.52738
-87.818
-62.6703
-92.6139
-77.3665
-122.984
-86.8859
V
-12.5667
-6.80278
11.70046
-11.7005
1.81316
-1.81316
-24.6039
-17.6184
-25.9361
-21.7269
-34.3723
-23.3081
跨中
M
-28.5702
-15.3694
0
0
0
0
-55.8014
-34.2842
-53.6497
-49.3284
-43.5059
-15.3067
D1左
M
-44.61
-24.49
-42.1217
42.12167
-6.52738
6.527377
-87.818
-44.3937
-76.1649
-77.3665
-13.4678
-71.5792
V
-12.5667
-6.80278
11.70046
-11.7005
1.81316
-1.81316
-24.6039
-17.6184
-25.9361
-21.7269
-34.3723
-18.739
D1F1
D1右
M
66.13
29.77
-71.1086
71.10863
-13.999
13.99897
121.034
98.95455
134.5049
110.1145
189.6592
71.73171
V
68.19637
24.28361
9.876198
-9.8762
1.944301
-1.9443
115.8327
79.11363
109.9832
109.0636
83.56676
109.2895
跨中
M
38.1826
16.0786
10.95469
-10.9547
0.38064
-0.38064
68.32916
45.28622
65.59855
62.80153
41.22518
28.3478
F1
M
-50.22
-21.14
-82.0633
82.06332
-14.3796
14.37961
-89.86
-40.1326
-68.7821
-82.595
33.73431
-43.3839
V
-63.7769
-21.8864
11.39768
-11.3977
1.997167
-1.99717
-107.173
-79.3283
-106.626
-101.419
-104.481
-102.286
屋面橫梁控制值計(jì)算
位置
截面
荷載
M
V
b
tanα
M'
V'
左邊跨
A4
恒荷載
-51.84
-62.0033
1.106481
-36.3392
-62.6672
活荷載
-18.97
-21.8739
0.33642
-13.5015
-22.0757
右風(fēng)載
-3.66196
-0.5086
-3.5348
-0.5086
1.2恒+0.9*(
1.35恒+0.7活
0.6
-65.0728
-100.054
1.4活+1.4風(fēng))
C4左
恒荷載
80.52
69.96998
1.106481
63.0275
69.30609
活荷載
27.69
24.29611
0.33642
21.61597
24.09426
左風(fēng)載
2.977815
0.413585
2.874419
0.413585
1.2恒+0.9*(
1.35恒+0.7活
0.6
106.4909
110.4292
1.4活+1.4風(fēng))
中跨
C4右
恒荷載
-56.87
-15.7972
-4.38812
-52.9207
-14.042
活荷載
-20.13
-5.59167
-1.55324
-18.7321
-4.97037
右風(fēng)載
-1.38848
-0.38569
-1.29206
-0.38569
1.2恒+0.9*(
0.4
-88.7353
-23.599
1.4活+1.4風(fēng))
D4左
恒荷載
-56.87
-15.7972
-4.38812
-52.9207
-14.042
活荷載
-20.13
-5.59167
-1.55324
-18.7321
-4.97037
左風(fēng)載
1.388483
0.38569
1.29206
0.38569
1.2恒+0.9*(
0.4
-85.4793
-22.6271
1.4活+1.4風(fēng))
右邊跨
D4右
恒荷載
80.52
69.96998
1.106481
63.0275
69.30609
活荷載
27.69
24.29611
0.33642
21.61597
24.09426
右風(fēng)載
-2.97782
-0.41359
-2.87442
-0.41359
1.2恒+0.9*(
0.6
99.24736
113.005
1.4活+1.4風(fēng))
F4
恒荷載
-51.84
-62.0033
1.106481
-36.3392
-62.6672
活荷載
-18.97
-21.8739
0.33642
-13.5015
-22.0757
左風(fēng)載
3.661955
0.508605
3.534804
0.508605
1.2恒+0.9*(
0.6
-56.1651
-102.375
1.4活+1.4風(fēng))
樓面橫梁控制值計(jì)算
位置
截面
荷載
M
V
b
tanα
M'
V'
左邊跨
A1
恒荷載
-50.22
-63.7769
0.613812
-34.2758
-64.1452
活荷載
-21.14
-21.8864
0.332948
-15.6684
-22.0862
右風(fēng)載
-14.3796
-1.99717
-13.8803
-1.99717
1.2恒+0.9*1.4
0.6
-78.3623
-107.319
*(活+風(fēng))
C1左
恒荷載
66.13
68.19637
0.613812
49.08091
67.82809
活荷載
29.77
24.28361
0.332948
23.6991
24.08384
左風(fēng)載
13.99897
1.944301
13.51289
1.944301
1.2恒+0.9*1.4
0.6
105.7842
114.1892
*(活+風(fēng))
中跨
C1右
恒荷載
-45.24
-12.5667
-3.49074
-42.0983
-11.1704
活荷載
-24.49
-6.80278
-1.88966
-22.7893
-6.04691
右風(fēng)載
-6.52738
-1.81316
-6.07409
-1.81316
1.2恒+0.9*1.4
0.4
-86.8859
-23.3081
*(活+風(fēng))
D1左
恒荷載
-45.24
-12.5667
-3.49074
-42.0983
-11.1704
活荷載
-24.49
-6.80278
-1.88966
-22.7893
-6.04691
左風(fēng)載
6.527377
1.81316
6.074087
1.81316
1.2恒+0.9*1.4
0.4
-71.5792
-18.739
*(活+風(fēng))
右邊跨
D1右
恒荷載
66.13
68.19637
0.613812
49.08091
67.82809
活荷載
29.77
24.28361
0.332948
23.6991
24.08384
右風(fēng)載
-13.999
-1.9443
-13.5129
-1.9443
1.2恒+0.9*1.4
0.6
71.73171
109.2895
*(活+風(fēng))
F1
恒荷載
-50.22
-63.7769
0.613812
-34.2758
-64.1452
活荷載
-21.14
-21.8864
0.332948
-15.6684
-22.0862
左風(fēng)載
14.37961
1.997167
13.88031
1.997167
1.2恒+0.9*1.4
0.6
-43.3839
-102.286
*(活+風(fēng))
框架柱內(nèi)力組合(四層)
桿件號(hào)
截面
內(nèi)力種類
恒載
活荷載
地震
風(fēng)荷載
內(nèi)力組合
1.2恒荷載+1.4活荷載
1.2恒荷載+1.4風(fēng)荷載
1.2恒荷載+0.9*(1.4活荷載+1.4風(fēng)荷載)
1.35恒荷載+0.7活荷載
1.2*(恒+0.5*活)+1.3*地震
左震
右震
左風(fēng)
右風(fēng)
Mmax
Nmax
Nmin
Mmax
Nmax
Nmin
Mmax
Nmax
Nmin
Mmax
Nmax
Nmin
Mmax
Nmax
Nmin
A4A3
上端
M
51.84
18.97
-25.12
25.12
-3.66
3.66
88.77
88.77
62.21
67.33
67.33
57.08
90.72
90.72
57.59
83.26
83.26
69.98
106.25
106.25
29.55
N
-62.00
-21.87
-6.39
6.39
0.51
-0.51
-105.03
-105.03
-74.40
-75.12
-75.12
-73.69
-102.61
-102.61
-73.76
-99.02
-99.02
-83.70
-79.22
-79.22
-82.71
下端
M
41.38
15.52
-2.18
2.18
-2.06
2.06
71.38
71.38
49.66
52.54
52.54
46.77
71.81
71.81
47.06
66.73
66.73
55.86
61.81
61.81
46.82
N
-90.43
-21.87
-6.39
6.39
0.51
-0.51
-139.14
-139.14
-108.52
-109.23
-109.23
-107.81
-136.72
-136.72
-107.88
-137.40
-137.40
-122.09
-113.34
-113.34
-116.83
V
23.90
8.84
6.39
-6.39
-1.47
1.47
41.06
41.06
28.68
30.74
30.74
26.63
41.67
41.67
26.83
38.46
38.46
32.27
25.69
25.69
36.99
C4C3
上端
M
-23.66
-7.56
-33.23
33.23
-4.37
4.37
-38.98
-38.98
-28.39
-22.28
-22.28
-34.50
-32.42
-32.42
-33.89
-37.23
-37.23
-31.94
10.28
10.28
-71.60
N
-54.17
18.70
-0.48
0.48
0.80
-0.80
-38.82
-38.82
-65.01
-66.13
-66.13
-63.89
-42.45
-42.45
-64.00
-60.04
-60.04
-73.13
-53.16
-53.16
-65.63
下端
M
-17.64
-5.47
-7.30
7.30
-2.79
2.79
-28.83
-28.83
-21.17
-17.26
-17.26
-25.08
-24.54
-24.54
-24.69
-27.64
-27.64
-23.81
-14.97
-14.97
-30.65
N
-82.60
18.70
-0.48
0.48
0.80
-0.80
-72.94
-72.94
-99.12
-100.24
-100.24
-98.01
-76.56
-76.56
-98.12
-98.42
-98.42
-111.52
-87.28
-87.28
-99.75
V
-10.59
-3.34
6.87
-6.87
-1.84
1.84
-17.39
-17.39
-12.71
-10.14
-10.14
-15.28
-14.60
-14.60
-15.02
-16.63
-16.63
-14.30
-23.64
-23.64
-3.78
D4D3
上端
M
-23.66
-7.56
-33.23
33.23
4.37
-4.37
-38.98
-38.98
-28.39
-34.50
-34.50
-22.28
-43.42
-43.42
-22.89
-37.23
-37.23
-31.94
10.28
10.28
-71.60
N
-54.17
18.70
6.08
-6.08
-0.80
0.80
-38.82
-38.82
-65.01
-63.89
-63.89
-66.13
-40.43
-40.43
-66.01
-60.04
-60.04
-73.13
-61.69
-61.69
-57.10
下端
M
-17.64
-5.47
-7.30
7.30
2.79
-2.79
-28.83
-28.83
-21.17
-25.08
-25.08
-17.26
-31.58
-31.58
-17.65
-27.64
-27.64
-23.81
-14.97
-14.97
-30.65
N
-82.60
18.70
6.08
-6.08
-0.80
0.80
-72.94
-72.94
-99.12
-98.01
-98.01
-100.24
-74.55
-74.55
-100.13
-98.42
-98.42
-111.52
-95.81
-95.81
-91.22
V
-10.59
-3.34
6.87
-6.87
1.84
-1.84
-17.39
-17.39
-12.71
-15.28
-15.28
-10.14
-19.23
-19.23
-10.40
-16.63
-16.63
-14.30
-23.64
-23.64
-3.78
F4F3
上端
M
51.84
18.97
-25.12
25.12
3.66
-3.66
88.77
88.77
62.21
57.08
57.08
67.33
81.50
81.50
66.82
83.26
83.26
69.98
106.25
106.25
29.55
N
-62.00
-21.87
6.39
-6.39
-0.51
0.51
-105.03
-105.03
-74.40
-73.69
-73.69
-75.12
-101.32
-101.32
-75.04
-99.02
-99.02
-83.70
-95.83
-95.83
-66.10
下端
M
41.38
15.52
-2.18
2.18
2.06
-2.06
71.38
71.38
49.66
46.77
46.77
52.54
66.62
66.62
52.25
66.73
66.73
55.86
61.81
61.81
46.82
N
-90.43
-21.87
6.39
-6.39
-0.51
0.51
-139.14
-139.14
-108.52
-107.81
-107.81
-109.23
-135.44
-135.44
-109.16
-137.40
-137.40
-122.09
-129.95
-129.95
-100.22
V
23.90
8.84
6.39
-6.39
1.47
-1.47
41.06
41.06
28.68
26.63
26.63
30.74
37.98
37.98
30.53
38.46
38.46
32.27
25.69
25.69
36.99
框架柱內(nèi)力組合(三層)
桿件號(hào)
截面
內(nèi)力種類
恒載
活荷載
地震
風(fēng)荷載
內(nèi)力組合
1.2恒荷載+1.4活荷載
1.2恒荷載+1.4風(fēng)荷載
1.2恒荷載+0.9*(1.4活荷載+1.4風(fēng)荷載)
1.35恒荷載+0.7活荷載
1.2*(恒+0.5*活)+1.3*地震
左震
右震
左風(fēng)
右風(fēng)
|M|max
Nmax
Nmin
|M|max
Nmax
Nmin
|M|max
Nmax
Nmin
|M|max
Nmax
Nmin
|M|max
Nmax
Nmin
A3A2
上端
M
21.42
10.05
-37.34
37.34
-6.02
6.02
39.77
39.77
25.70
34.13
34.13
17.27
45.95
45.95
18.12
35.95
35.95
28.92
80.27
80.27
-22.83
N
-155.70
-44.29
-17.14
17.14
1.63
-1.63
-248.84
-248.84
-186.84
-189.12
-189.12
-184.55
-244.70
-244.70
-184.78
-241.19
-241.19
-210.19
-191.13
-191.13
-209.12
下端
M
28.53
12.09
-16.00
16.00
-4.93
4.93
51.16
51.16
34.24
41.13
41.13
27.34
55.68
55.68
28.03
46.98
46.98
38.52
62.29
62.29
13.43
N
-184.13
-44.29
-17.14
17.14
1.63
-1.63
-282.96
-282.96
-220.95
-223.24
-223.24
-218.67
-278.81
-278.81
-218.90
-279.57
-279.57
-248.57
-225.25
-225.25
-243.23
V
12.81
5.68
10.75
-10.75
-2.81
2.81
23.32
23.32
15.37
19.30
19.30
11.44
26.06
26.06
11.83
21.26
21.26
17.29
4.80
4.80
29.35
C3C2
上端
M
-6.42
-0.86
-53.04
53.04
-7.53
7.53
-8.91
-8.91
-7.70
2.84
2.84
-18.25
0.70
0.70
-17.20
-9.27
-9.27
-8.67
60.74
60.74
-76.66
N
-137.10
35.78
-1.72
1.72
2.69
-2.69
-114.44
-114.44
-164.53
-168.29
-168.29
-160.76
-122.83
-122.83
-161.14
-160.05
-160.05
-185.09
-140.83
-140.83
-166.76
下端
M
-11.06
-2.61
-26.13
26.13
-6.16
6.16
-16.93
-16.93
-13.27
-4.64
-4.64
-21.90
-8.79
-8.79
-21.04
-16.76
-16.76
-14.93
19.13
19.13
-47.24
N
-165.54
35.78
-1.72
1.72
2.69
-2.69
-148.55
-148.55
-198.64
-202.41
-202.41
-194.88
-156.95
-156.95
-195.25
-198.43
-198.43
-223.47
-174.94
-174.94
-200.88
V
-4.48
-0.89
12.47
-12.47
-3.51
3.51
-6.62
-6.62
-5.38
-0.46
-0.46
-10.30
-2.07
-2.07
-9.80
-6.67
-6.67
-6.05
-22.12
-22.12
10.83
D3D2
上端
M
-6.42
-0.86
-53.04
53.04
7.53
-7.53
-8.91
-8.91
-7.70
-18.25
-18.25
2.84
-18.28
-18.28
1.79
-9.27
-9.27
-8.67
60.74
60.74
-76.66
N
-137.10
35.78
1.72
-1.72
-2.69
2.69
-114.44
-114.44
-164.53
-160.76
-160.76
-168.29
-116.06
-116.06
-167.91
-160.05
-160.05
-185.09
-145.29
-145.29
-162.29
下端
M
-11.06
-2.61
-26.13
26.13
6.16
-6.16
-16.93
-16.93
-13.27
-21.90
-21.90
-4.64
-24.33
-24.33
-5.51
-16.76
-16.76
-14.93
19.13
19.13
-47.24
N
-165.54
35.78
1.72
-1.72
-2.69
2.69
-148.55
-148.55
-198.64
-194.88
-194.88
-202.41
-150.17
-150.17
-202.03
-198.43
-198.43
-223.47
-179.41
-179.41
-196.41
V
-4.48
-0.89
12.47
-12.47
3.51
-3.51
-6.62
-6.62
-5.38
-10.30
-10.30
-0.46
-10.92
-10.92
-0.95
-6.67
-6.67
-6.05
-22.12
-22.12
10.83
F3F2
上端
M
21.42
10.05
-37.34
37.34
6.02
-6.02
39.77
39.77
25.70
17.27
17.27
34.13
30.78
30.78
33.29
35.95
35.95
28.92
80.27
80.27
-22.83
N
-155.70
-44.29
17.14
-17.14
-1.63
1.63
-248.84
-248.84
-186.84
-184.55
-184.55
-189.12
-240.59
-240.59
-188.89
-241.19
-241.19
-210.19
-235.69
-235.69
-164.55
下端
M
28.53
12.09
-16.00
16.00
4.93
-4.93
51.16
51.16
34.24
27.34
27.34
41.13
43.26
43.26
40.44
46.98
46.98
38.52
62.29
62.29
13.43
N
-184.13
-44.29
17.14
-17.14
-1.63
1.63
-282.96
-282.96
-220.95
-218.67
-218.67
-223.24
-274.70
-274.70
-223.01
-279.57
-279.57
-248.57
-269.81
-269.81
-198.67
V
12.81
5.68
10.75
-10.75
2.81
-2.81
23.32
23.32
15.37
11.44
11.44
19.30
18.98
18.98
18.91
21.26
21.26
17.29
4.80
4.80
29.35
框架柱內(nèi)力組合(二層)
桿件號(hào)
截面
內(nèi)力種類
恒載
活荷載
地震
風(fēng)荷載
內(nèi)力組合
1.2恒荷載+1.4活荷載
1.2恒荷載+1.4風(fēng)荷載
1.2恒荷載+0.9*(1.4活荷載+1.4風(fēng)荷載)
1.35恒荷載+0.7活荷載
1.2*(恒+0.5*活)+1.3*地震
左震
右震
左風(fēng)
右風(fēng)
|M|max
Nmax
Nmin
|M|max
Nmax
Nmin
|M|max
Nmax
Nmin
|M|max
Nmax
Nmin
|M|max
Nmax
Nmin
A2A1
上端
M
28.53
12.09
-37.30
37.30
-8.55
8.55
51.16
51.16
34.24
46.21
46.21
22.26
60.25
60.25
23.46
46.98
46.98
38.52
89.99
89.99
-14.26
N
-248.77
-66.64
-31.96
31.96
3.50
-3.50
-391.81
-391.81
-298.52
-303.43
-303.43
-293.62
-386.90
-386.90
-294.11
-382.49
-382.49
-335.84
-296.96
-296.96
-340.07
下端
M
36.61
15.38
-42.07
42.07
-7.29
7.29
65.46
65.46
43.93
54.13
54.13
33.73
72.49
72.49
34.75
60.19
60.19
49.42
107.85
107.85
-10.75
N
-277.20
-66.64
-31.96
31.96
3.50
-3.50
-425.93
-425.93
-332.64
-337.55
-337.55
-327.74
-421.02
-421.02
-
【四層】5532平米框架教學(xué)樓畢業(yè)設(shè)計(jì)計(jì)算書(shū)、部分建筑結(jié)構(gòu)圖.zip |
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【四層】5532平米框架教學(xué)樓畢業(yè)設(shè)計(jì)(計(jì)算書(shū)、部分建筑結(jié)構(gòu)圖),【溫馨提示】壓縮包內(nèi)含CAD圖有預(yù)覽點(diǎn)開(kāi)可看。打包內(nèi)容里dwg后綴的文件為CAD圖,可編輯,無(wú)水印,高清圖,壓縮包內(nèi)文檔可直接點(diǎn)開(kāi)預(yù)覽,需要原稿請(qǐng)自助充值下載,所見(jiàn)才能所得,請(qǐng)細(xì)心查看有疑問(wèn)可以咨詢QQ:11970985或197216396展開(kāi)閱讀全文
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