采光顶钢结构规范解析
合集下载
相关主题
- 1、下载文档前请自行甄别文档内容的完整性,平台不提供额外的编辑、内容补充、找答案等附加服务。
- 2、"仅部分预览"的文档,不可在线预览部分如存在完整性等问题,可反馈申请退款(可完整预览的文档不适用该条件!)。
- 3、如文档侵犯您的权益,请联系客服反馈,我们会尽快为您处理(人工客服工作时间:9:00-18:30)。
0.350
33
35.004
13.721
0.420
34
35.004
12.321
0.350
35
35.004
10.921
0.280
36
35.004
9.521
0.210
37
35.004
8.121
0.140
38
35.004
6.721
0.070
39
35.004
5.321
-0.000
40
26.604
5.321
-0.000
0.140
90
32.904
20.721
0.070
91
32.904
22.121
0.000
92
9.804
9.521
0.210
93
11.904
9.521
0.210
94
14.004
9.521
0.210
95
16.104
9.521
0.210
96
18.204
9.521
0.210
97
20.304
9.521
Байду номын сангаас0.210
22.404
6.721
0.070
115
24.504
6.721
0.070
116
9.804
5.321
-0.000
117
钢结构采光顶计算书
同济大学3D3S软件
★★★★★计算书★★★★★
工程名:
设计单位:
计算人:
计算时间:08:45:23 05/16/11
工程负责人:
检查:
审核:
一、设计依据
《钢结构设计规范》(GB50017-2003)
《冷弯薄壁型钢结构技术规范》(GB50018-2002)
《建筑结构荷载规范》(GB50009-2001)
10.921
0.280
58
28.704
12.321
0.350
59
28.704
13.721
0.420
60
28.704
15.121
0.350
61
28.704
16.521
0.280
62
28.704
17.921
0.210
63
28.704
19.321
0.140
64
28.704
20.721
0.070
65
28.704
节点号
x坐标(m)
y坐标(m)
z坐标(m)
x向约束
y向约束
z向约束
绕x约束
绕y约束
绕z约束
1
5.604
22.121
0.000
2
5.604
20.721
0.070
3
5.604
19.321
0.140
4
5.604
17.921
0.210
5
5.604
16.521
0.280
6
5.604
15.121
0.350
7
5.604
8.121
0.140
25
7.704
6.721
0.070
26
7.704
5.321
-0.000
27
35.004
22.121
0.000
28
35.004
20.721
0.070
29
35.004
19.321
0.140
30
35.004
17.921
0.210
31
35.004
16.521
0.280
32
35.004
15.121
98
22.404
9.521
0.210
99
24.504
9.521
0.210
100
9.804
8.121
0.140
101
11.904
8.121
0.140
102
14.004
8.121
0.140
103
16.104
8.121
0.140
104
18.204
8.121
0.140
105
20.304
8.121
0.140
106
《建筑抗震设计规范》(GB50011-2001)
《建筑地基基础设计规范》(GB50007-2002)
《建筑钢结构焊接规程》(JGJ181-2002)
《钢结构高强度螺栓连接的设计,施工及验收规程》(JGJ82-91)
二、计算简图
计算简图(圆表示支座,数字为节点号)
节点编号图
单元编号图
三、几何信息
各节点信息如下表:
26.604
17.921
0.210
50
26.604
19.321
0.140
51
26.604
20.721
0.070
52
26.604
22.121
0.000
53
28.704
5.321
-0.000
54
28.704
6.721
0.070
55
28.704
8.121
0.140
56
28.704
9.521
0.210
57
28.704
22.404
8.121
0.140
107
24.504
8.121
0.140
108
9.804
6.721
0.070
109
11.904
6.721
0.070
110
14.004
6.721
0.070
111
16.104
6.721
0.070
112
18.204
6.721
0.070
113
20.304
6.721
0.070
114
13.721
0.420
8
5.604
12.321
0.350
9
5.604
10.921
0.280
10
5.604
9.521
0.210
11
5.604
8.121
0.140
12
5.604
6.721
0.070
13
5.604
5.321
-0.000
14
7.704
22.121
0.000
15
7.704
20.721
0.070
41
26.604
6.721
0.070
42
26.604
8.121
0.140
43
26.604
9.521
0.210
44
26.604
10.921
0.280
45
26.604
12.321
0.350
46
26.604
13.721
0.420
47
26.604
15.121
0.350
48
26.604
16.521
0.280
49
16
7.704
19.321
0.140
17
7.704
17.921
0.210
18
7.704
16.521
0.280
19
7.704
15.121
0.350
20
7.704
13.721
0.420
21
7.704
12.321
0.350
22
7.704
10.921
0.280
23
7.704
9.521
0.210
24
7.704
0.350
74
30.804
16.521
0.280
75
30.804
17.921
0.210
76
30.804
19.321
0.140
77
30.804
20.721
0.070
78
30.804
22.121
0.000
79
32.904
5.321
-0.000
80
32.904
6.721
0.070
81
32.904
8.121
0.140
82
32.904
9.521
0.210
83
32.904
10.921
0.280
84
32.904
12.321
0.350
85
32.904
13.721
0.420
86
32.904
15.121
0.350
87
32.904
16.521
0.280
88
32.904
17.921
0.210
89
32.904
19.321
22.121
0.000
66
30.804
5.321
-0.000
67
30.804
6.721
0.070
68
30.804
8.121
0.140
69
30.804
9.521
0.210
70
30.804
10.921
0.280
71
30.804
12.321
0.350
72
30.804
13.721
0.420
73
30.804
15.121
33
35.004
13.721
0.420
34
35.004
12.321
0.350
35
35.004
10.921
0.280
36
35.004
9.521
0.210
37
35.004
8.121
0.140
38
35.004
6.721
0.070
39
35.004
5.321
-0.000
40
26.604
5.321
-0.000
0.140
90
32.904
20.721
0.070
91
32.904
22.121
0.000
92
9.804
9.521
0.210
93
11.904
9.521
0.210
94
14.004
9.521
0.210
95
16.104
9.521
0.210
96
18.204
9.521
0.210
97
20.304
9.521
Байду номын сангаас0.210
22.404
6.721
0.070
115
24.504
6.721
0.070
116
9.804
5.321
-0.000
117
钢结构采光顶计算书
同济大学3D3S软件
★★★★★计算书★★★★★
工程名:
设计单位:
计算人:
计算时间:08:45:23 05/16/11
工程负责人:
检查:
审核:
一、设计依据
《钢结构设计规范》(GB50017-2003)
《冷弯薄壁型钢结构技术规范》(GB50018-2002)
《建筑结构荷载规范》(GB50009-2001)
10.921
0.280
58
28.704
12.321
0.350
59
28.704
13.721
0.420
60
28.704
15.121
0.350
61
28.704
16.521
0.280
62
28.704
17.921
0.210
63
28.704
19.321
0.140
64
28.704
20.721
0.070
65
28.704
节点号
x坐标(m)
y坐标(m)
z坐标(m)
x向约束
y向约束
z向约束
绕x约束
绕y约束
绕z约束
1
5.604
22.121
0.000
2
5.604
20.721
0.070
3
5.604
19.321
0.140
4
5.604
17.921
0.210
5
5.604
16.521
0.280
6
5.604
15.121
0.350
7
5.604
8.121
0.140
25
7.704
6.721
0.070
26
7.704
5.321
-0.000
27
35.004
22.121
0.000
28
35.004
20.721
0.070
29
35.004
19.321
0.140
30
35.004
17.921
0.210
31
35.004
16.521
0.280
32
35.004
15.121
98
22.404
9.521
0.210
99
24.504
9.521
0.210
100
9.804
8.121
0.140
101
11.904
8.121
0.140
102
14.004
8.121
0.140
103
16.104
8.121
0.140
104
18.204
8.121
0.140
105
20.304
8.121
0.140
106
《建筑抗震设计规范》(GB50011-2001)
《建筑地基基础设计规范》(GB50007-2002)
《建筑钢结构焊接规程》(JGJ181-2002)
《钢结构高强度螺栓连接的设计,施工及验收规程》(JGJ82-91)
二、计算简图
计算简图(圆表示支座,数字为节点号)
节点编号图
单元编号图
三、几何信息
各节点信息如下表:
26.604
17.921
0.210
50
26.604
19.321
0.140
51
26.604
20.721
0.070
52
26.604
22.121
0.000
53
28.704
5.321
-0.000
54
28.704
6.721
0.070
55
28.704
8.121
0.140
56
28.704
9.521
0.210
57
28.704
22.404
8.121
0.140
107
24.504
8.121
0.140
108
9.804
6.721
0.070
109
11.904
6.721
0.070
110
14.004
6.721
0.070
111
16.104
6.721
0.070
112
18.204
6.721
0.070
113
20.304
6.721
0.070
114
13.721
0.420
8
5.604
12.321
0.350
9
5.604
10.921
0.280
10
5.604
9.521
0.210
11
5.604
8.121
0.140
12
5.604
6.721
0.070
13
5.604
5.321
-0.000
14
7.704
22.121
0.000
15
7.704
20.721
0.070
41
26.604
6.721
0.070
42
26.604
8.121
0.140
43
26.604
9.521
0.210
44
26.604
10.921
0.280
45
26.604
12.321
0.350
46
26.604
13.721
0.420
47
26.604
15.121
0.350
48
26.604
16.521
0.280
49
16
7.704
19.321
0.140
17
7.704
17.921
0.210
18
7.704
16.521
0.280
19
7.704
15.121
0.350
20
7.704
13.721
0.420
21
7.704
12.321
0.350
22
7.704
10.921
0.280
23
7.704
9.521
0.210
24
7.704
0.350
74
30.804
16.521
0.280
75
30.804
17.921
0.210
76
30.804
19.321
0.140
77
30.804
20.721
0.070
78
30.804
22.121
0.000
79
32.904
5.321
-0.000
80
32.904
6.721
0.070
81
32.904
8.121
0.140
82
32.904
9.521
0.210
83
32.904
10.921
0.280
84
32.904
12.321
0.350
85
32.904
13.721
0.420
86
32.904
15.121
0.350
87
32.904
16.521
0.280
88
32.904
17.921
0.210
89
32.904
19.321
22.121
0.000
66
30.804
5.321
-0.000
67
30.804
6.721
0.070
68
30.804
8.121
0.140
69
30.804
9.521
0.210
70
30.804
10.921
0.280
71
30.804
12.321
0.350
72
30.804
13.721
0.420
73
30.804
15.121