Tekla Imort From Staad-by Engr. Atul Saxena
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Staad Model Import To Tekla-Submited By Atul Saxena B.E(Structures),AIV, AMIE(Civil) Chartered Engineer. 1
2
First open Tekla India environment---> Open new model---> File----> Import----> FEM--->Properties--->STADD---Select material IS2062 or don't change it material we will change it after importing it To Tekla ---> Parameter--->Access input file as std file (which is pasted on desktop-Use same std file which is attached herewith)
3
4
--->Type--> STADD---Apply--OK (Of same Import FEM window) ----Select OK (Import model window)
5
6
Click Import in above window
7
8
Select accept all Click Yes to save the model. Double click in model outside to view ---view properties Adjust depth to view entire model.
9
10
Right click in model----> fit work as shown below
11
12
\ *Transmission Tower Design With Connetions.Example. (Input File) Copy and paste these commands to your staad input file browser ************************************************************************ STAAD TRUSS START JOB INFORMATION ENGINEER DATE 25-Mar-09 END JOB INFORMATION INPUT WIDTH 79 INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1
3.000
0.000
3.000
2
1.200
27.000
3
2.800
3.000
2.800
4
2.600
6.000
2.600
5
2.400
9.000
2.400
6
2.200
12.000
2.200
7
2.000
15.000
2.000
8
1.800
18.000
1.800
1.200
13
9
1.600
21.000
1.600
10
1.400
24.000
1.400
11
-3.000
0.000
3.000
12
-1.200
27.000
13
-2.800
3.000
2.800
14
-2.600
6.000
2.600
15
-2.400
9.000
2.400
16
-2.200
12.000
2.200
17
-2.000
15.000
2.000
18
-1.800
18.000
1.800
19
-1.600
21.000
1.600
20
-1.400
24.000
1.400
21
3.000
0.000
22
1.200
27.000
23
2.800
3.000
1.200
-3.000 -1.200 -2.800
14
24
2.600
6.000
-2.600
25
2.400
9.000
-2.400
26
2.200
12.000
-2.200
27
2.000
15.000
-2.000
28
1.800
18.000
-1.800
29
1.600
21.000
-1.600
30
1.400
24.000
-1.400
31
-3.000
0.000
-3.000
32
-1.200
27.000
33
-2.800
3.000
-2.800
34
-2.600
6.000
-2.600
35
-2.400
9.000
-2.400
36
-2.200
12.000
-2.200
37
-2.000
15.000
-2.000
38
-1.800
18.000
-1.800
-1.200
15
39
-1.600
21.000
-1.600
40
-1.400
24.000
-1.400
41
1.200
30.000
1.200
42
-1.200
30.000
1.200
43
1.200
30.000
-1.200
44
-1.200
30.000
-1.200
45
4.200
27.000
1.200
46
7.200
27.000
1.200
47
4.200
30.000
1.200
48
4.200
27.000
-1.200
49
7.200
27.000
-1.200
50
4.200
30.000
-1.200
51
-4.200
27.000
1.200
52
-7.200
27.000
1.200
16
53
-4.200
30.000
1.200
54
-4.200
27.000
-1.200
55
-7.200
27.000
-1.200
56
-4.200
30.000
-1.200
57
1.200
33.000
1.200
58
-1.200
33.000
1.200
59
1.200
33.000
-1.200
60
-1.200
33.000
-1.200
61
0.000
35.000
0.000
MEMBER INCIDENCES 1
1
3
2
3
4
3
4
5
4
5
6
17
5
6
7
6
7
8
7
8
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2
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3
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6
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8
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9
26
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10
27
12
2
28
11
3
29
1
30
13
31
3
13 4 14
19
32
14
5
33
15
4
34
15
6
35
16
5
36
16
7
37
17
6
38
17
8
39
18
7
40
18
9
41
19
8
42
19
10
43
20
9
44
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2
20
45
12
10
46
21
23
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24
48
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27
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30
22
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4
24
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25
21
58
6
26
59
7
27
60
8
28
61
9
29
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10
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2
22
64
1
23
65
21
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3
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23
68
4
25
69
5
24
70
5
26
71
6
25
30
3 24 4
22
72
6
27
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7
26
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7
28
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8
27
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8
29
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28
78
9
30
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10
29
80
10
22
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2
82
31
33
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35
30
23
85
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36
86
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37
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39
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90
40
32
91
23
33
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34
93
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35
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26
36
95
27
37
96
28
38
97
29
39
24
98
30 99
40 22
32
100
21
33
101
31
23
102
23
34
103
33
24
104
24
35
105
25
34
106
25
36
107
26
35
108
26
37
109
27
36
25
110
27
38
111
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37
112
28
39
113
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38
114
29
40
115
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39
116
30
32
117
22
40
118
33
13
119
34
14
120
35
15
26
121
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16
122
37
17
123
38
18
124
39
19
125
40
20
126
32
12
127
31
13
128
11
33
129
33
14
130
13
34
131
34
15
27
132
35
14
133
35
16
134
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15
135
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17
136
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16
137
37
18
138
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17
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19
140
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18
141
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20
142
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19
28
143
40
12
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32
20
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32
44
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12
42
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2
148
22
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12
41
154
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2
155
22
41
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29
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32
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22
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12
44
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32
42
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2
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32
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12
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211
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55
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215
44
60
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42
58
34
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60
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60
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57
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41
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60
57
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59
58
235
33
3
236
13
23
237
34
4
238
14
24
36
239
35
5
240
15
25
241
36
6
242
16
26
243
37
7
244
17
27
245
38
8
246
18
28
247
39
9
248
19
29
249
40
10
250
20
30
37
251
32
2
252
22
12
253
44
41
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43
42
255
60
61
256
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57
61
258
59
61
MEMBER PROPERTY INDIAN
38
1 TO 18 46 TO 54 82 TO 90 145 TO 148 215 TO 218 TABLE LD ISA200X150X18 SP 0.01 19 TO 26 28 TO 45 55 TO 62 64 TO 81 91 TO 98 100 TO 125 TABLE ST ISA150X150X10 127 TO 144 155 156 159 160 223 224 229 230 235 TO 250 TABLE ST ISA150X150X10 27 63 99 126 149 TO 154 157 158 161 TO 214 219 TO 222 TABLE ST ISA80X50X6
225 TO 228 231 232 251 TO 258 TABLE ST ISA80X50X6
39
UNIT MMS NEWTON DEFINE MATERIAL START ISOTROPIC STEEL E 205000 POISSON 0.3
DENSITY 7.68195e-005 ALPHA 1.2e-005
40
DAMP 0.03 END DEFINE MATERIAL UNIT METER KN CONSTANTS MATERIAL STEEL MEMB 1 TO 232 235 TO 258 SUPPORTS 1 11 21 31 FIXED UNIT METER KG LOAD 1 VERT
41
SELFWEIGHT Y -1 JOINT LOAD
61 FX 732 46 49 52 55 FX 153
61 FX 1280 FY -1016 FZ 160
42
46 49 52 55 FX 9006 FY -7844 FZ 1968 2 12 22 32 FX 4503 FY -3937 FZ 1968 LOAD 2 GWBC SELFWEIGHT Y -1 JOINT LOAD 61 FX 549 46 49 52 55 FX 1148 61 FX 515 FY -762 FZ 2342
43
46 49 52 55 FX 6755 FY -5906 2 12 22 32 FX 3378 FY -2953 LOAD 3 LEFT PCBC SELFWEIGHT Y -1
44
JOINT LOAD 61 FX 549 46 49 52 55 FX 1148 61 FX 960 FY -762 46 49 FX 6755 FY -5906 52 55 FX 4211 FY -4551 FZ 13293 2 12 22 32 FX 3378 FY -2953 LOAD 4 RIGHT PCBC SELFWEIGHT Y -1 JOINT LOAD 61 FX 549 46 49 52 55 FX 1148 61 FX 960 FY -762 52 55 FX 6755 FY -5906 46 49 FX 4211 FY -4551 FZ 13293
45
2 12 22 32 FX 3378 FY -2953
PERFORM ANALYSIS UNIT MMS NEWTON PARAMETER
CODE IS802 LY 2800 MEMB 28
46
LZ 2800 MEMB 28 MAIN 1 MEMB 1 ELA 4 ALL CNSF 1 ALL DBL 16 ALL GUSSET 8 ALL TRACK 9 ALL CHECK CODE ALL PERFORM ANALYSIS
47
PRINT SUPPORT REACTION FINISH ************************************************************************ *Atul Saxena *[email protected] *Size of Bolts is calculated. This file may be exported to Tekla Structures and detailed in Tekla.
48
NOTES::
*First copy and paste this input file in your staad input file browser. Run analysis and get out put file Note that file to be imported shoud be in .std format. Genarally in staad all members of same group are separated by hyphens. We have to replace *Will size of bolts and nos will automatically reflected in Tekla Structures??
*Basically in the staad input there is a concept of grouping the members with similar characteristics such as member property, constants or loads in one go. So at the end of that particular group the member property is defined whereas at the end of each line in that group definition a hyphen *can be seen which indicates the continuation of that particular group.
*So this hyphen has to be replaced by the member property at the end of each and every line for all groups before importing the same into Tekla *Structures and if there is any user defined c/s given as an input in staad then the same needs to be taken care in Tekla Structures by defining a *conversion file or revising the profile catalog.
49
PTO
50
51
Thanks For Your Attention And [email protected]
52
53
54
2
First open Tekla India environment---> Open new model---> File----> Import----> FEM--->Properties--->STADD---Select material IS2062 or don't change it material we will change it after importing it To Tekla ---> Parameter--->Access input file as std file (which is pasted on desktop-Use same std file which is attached herewith)
3
4
--->Type--> STADD---Apply--OK (Of same Import FEM window) ----Select OK (Import model window)
5
6
Click Import in above window
7
8
Select accept all Click Yes to save the model. Double click in model outside to view ---view properties Adjust depth to view entire model.
9
10
Right click in model----> fit work as shown below
11
12
\ *Transmission Tower Design With Connetions.Example. (Input File) Copy and paste these commands to your staad input file browser ************************************************************************ STAAD TRUSS START JOB INFORMATION ENGINEER DATE 25-Mar-09 END JOB INFORMATION INPUT WIDTH 79 INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1
3.000
0.000
3.000
2
1.200
27.000
3
2.800
3.000
2.800
4
2.600
6.000
2.600
5
2.400
9.000
2.400
6
2.200
12.000
2.200
7
2.000
15.000
2.000
8
1.800
18.000
1.800
1.200
13
9
1.600
21.000
1.600
10
1.400
24.000
1.400
11
-3.000
0.000
3.000
12
-1.200
27.000
13
-2.800
3.000
2.800
14
-2.600
6.000
2.600
15
-2.400
9.000
2.400
16
-2.200
12.000
2.200
17
-2.000
15.000
2.000
18
-1.800
18.000
1.800
19
-1.600
21.000
1.600
20
-1.400
24.000
1.400
21
3.000
0.000
22
1.200
27.000
23
2.800
3.000
1.200
-3.000 -1.200 -2.800
14
24
2.600
6.000
-2.600
25
2.400
9.000
-2.400
26
2.200
12.000
-2.200
27
2.000
15.000
-2.000
28
1.800
18.000
-1.800
29
1.600
21.000
-1.600
30
1.400
24.000
-1.400
31
-3.000
0.000
-3.000
32
-1.200
27.000
33
-2.800
3.000
-2.800
34
-2.600
6.000
-2.600
35
-2.400
9.000
-2.400
36
-2.200
12.000
-2.200
37
-2.000
15.000
-2.000
38
-1.800
18.000
-1.800
-1.200
15
39
-1.600
21.000
-1.600
40
-1.400
24.000
-1.400
41
1.200
30.000
1.200
42
-1.200
30.000
1.200
43
1.200
30.000
-1.200
44
-1.200
30.000
-1.200
45
4.200
27.000
1.200
46
7.200
27.000
1.200
47
4.200
30.000
1.200
48
4.200
27.000
-1.200
49
7.200
27.000
-1.200
50
4.200
30.000
-1.200
51
-4.200
27.000
1.200
52
-7.200
27.000
1.200
16
53
-4.200
30.000
1.200
54
-4.200
27.000
-1.200
55
-7.200
27.000
-1.200
56
-4.200
30.000
-1.200
57
1.200
33.000
1.200
58
-1.200
33.000
1.200
59
1.200
33.000
-1.200
60
-1.200
33.000
-1.200
61
0.000
35.000
0.000
MEMBER INCIDENCES 1
1
3
2
3
4
3
4
5
4
5
6
17
5
6
7
6
7
8
7
8
9
8
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10
9
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2
10
11
13
11
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14
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17
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18
20
12
18
19
13
3
20
14
4
21
15
5
22
16
6
23
17
7
24
18
8
25
19
9
26
20
10
27
12
2
28
11
3
29
1
30
13
31
3
13 4 14
19
32
14
5
33
15
4
34
15
6
35
16
5
36
16
7
37
17
6
38
17
8
39
18
7
40
18
9
41
19
8
42
19
10
43
20
9
44
20
2
20
45
12
10
46
21
23
47
23
24
48
24
25
49
25
26
50
26
27
51
27
28
52
28
29
53
29
30
54
30
22
55
3
23
56
4
24
57
5
25
21
58
6
26
59
7
27
60
8
28
61
9
29
62
10
63
2
22
64
1
23
65
21
66
3
67
23
68
4
25
69
5
24
70
5
26
71
6
25
30
3 24 4
22
72
6
27
73
7
26
74
7
28
75
8
27
76
8
29
77
9
28
78
9
30
79
10
29
80
10
22
81
2
82
31
33
83
33
34
84
34
35
30
23
85
35
36
86
36
37
87
37
38
88
38
39
89
39
40
90
40
32
91
23
33
92
24
34
93
25
35
94
26
36
95
27
37
96
28
38
97
29
39
24
98
30 99
40 22
32
100
21
33
101
31
23
102
23
34
103
33
24
104
24
35
105
25
34
106
25
36
107
26
35
108
26
37
109
27
36
25
110
27
38
111
28
37
112
28
39
113
29
38
114
29
40
115
30
39
116
30
32
117
22
40
118
33
13
119
34
14
120
35
15
26
121
36
16
122
37
17
123
38
18
124
39
19
125
40
20
126
32
12
127
31
13
128
11
33
129
33
14
130
13
34
131
34
15
27
132
35
14
133
35
16
134
36
15
135
36
17
136
37
16
137
37
18
138
38
17
139
38
19
140
39
18
141
39
20
142
40
19
28
143
40
12
144
32
20
145
32
44
146
12
42
147
2
148
22
43
149
42
41
150
41
43
151
43
44
152
44
42
153
12
41
154
42
2
155
22
41
41
29
156
43
2
157
43
32
158
44
22
159
12
44
160
32
42
161
41
47
162
47
45
163
45
2
164
47
46
165
46
45
166
41
45
167
43
50
168
50
48
30
169
48
22
170
50
49
171
49
48
172
43
48
173
47
50
174
46
49
175
45
48
176
41
50
177
50
46
178
43
47
179
47
49
180
22
50
181
2
47
31
182
22
45
183
2
48
184
47
48
185
50
45
186
45
49
187
48
46
188
42
53
189
53
51
190
51
12
191
53
52
192
52
51
193
42
51
194
44
56
32
195
56
54
196
54
32
197
56
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198
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44
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53
56
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52
55
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42
56
204
56
52
33
205
44
53
206
53
55
207
32
56
208
12
53
209
32
51
210
12
54
211
53
54
212
56
51
213
51
55
214
54
52
215
44
60
216
42
58
34
217
41
57
218
43
59
219
60
59
220
59
57
221
57
58
222
58
60
223
44
58
224
42
60
225
42
57
35
226
41
58
227
44
59
228
43
60
229
43
57
230
41
59
231
60
57
232
59
58
235
33
3
236
13
23
237
34
4
238
14
24
36
239
35
5
240
15
25
241
36
6
242
16
26
243
37
7
244
17
27
245
38
8
246
18
28
247
39
9
248
19
29
249
40
10
250
20
30
37
251
32
2
252
22
12
253
44
41
254
43
42
255
60
61
256
58
61
257
57
61
258
59
61
MEMBER PROPERTY INDIAN
38
1 TO 18 46 TO 54 82 TO 90 145 TO 148 215 TO 218 TABLE LD ISA200X150X18 SP 0.01 19 TO 26 28 TO 45 55 TO 62 64 TO 81 91 TO 98 100 TO 125 TABLE ST ISA150X150X10 127 TO 144 155 156 159 160 223 224 229 230 235 TO 250 TABLE ST ISA150X150X10 27 63 99 126 149 TO 154 157 158 161 TO 214 219 TO 222 TABLE ST ISA80X50X6
225 TO 228 231 232 251 TO 258 TABLE ST ISA80X50X6
39
UNIT MMS NEWTON DEFINE MATERIAL START ISOTROPIC STEEL E 205000 POISSON 0.3
DENSITY 7.68195e-005 ALPHA 1.2e-005
40
DAMP 0.03 END DEFINE MATERIAL UNIT METER KN CONSTANTS MATERIAL STEEL MEMB 1 TO 232 235 TO 258 SUPPORTS 1 11 21 31 FIXED UNIT METER KG LOAD 1 VERT
41
SELFWEIGHT Y -1 JOINT LOAD
61 FX 732 46 49 52 55 FX 153
61 FX 1280 FY -1016 FZ 160
42
46 49 52 55 FX 9006 FY -7844 FZ 1968 2 12 22 32 FX 4503 FY -3937 FZ 1968 LOAD 2 GWBC SELFWEIGHT Y -1 JOINT LOAD 61 FX 549 46 49 52 55 FX 1148 61 FX 515 FY -762 FZ 2342
43
46 49 52 55 FX 6755 FY -5906 2 12 22 32 FX 3378 FY -2953 LOAD 3 LEFT PCBC SELFWEIGHT Y -1
44
JOINT LOAD 61 FX 549 46 49 52 55 FX 1148 61 FX 960 FY -762 46 49 FX 6755 FY -5906 52 55 FX 4211 FY -4551 FZ 13293 2 12 22 32 FX 3378 FY -2953 LOAD 4 RIGHT PCBC SELFWEIGHT Y -1 JOINT LOAD 61 FX 549 46 49 52 55 FX 1148 61 FX 960 FY -762 52 55 FX 6755 FY -5906 46 49 FX 4211 FY -4551 FZ 13293
45
2 12 22 32 FX 3378 FY -2953
PERFORM ANALYSIS UNIT MMS NEWTON PARAMETER
CODE IS802 LY 2800 MEMB 28
46
LZ 2800 MEMB 28 MAIN 1 MEMB 1 ELA 4 ALL CNSF 1 ALL DBL 16 ALL GUSSET 8 ALL TRACK 9 ALL CHECK CODE ALL PERFORM ANALYSIS
47
PRINT SUPPORT REACTION FINISH ************************************************************************ *Atul Saxena *[email protected] *Size of Bolts is calculated. This file may be exported to Tekla Structures and detailed in Tekla.
48
NOTES::
*First copy and paste this input file in your staad input file browser. Run analysis and get out put file Note that file to be imported shoud be in .std format. Genarally in staad all members of same group are separated by hyphens. We have to replace *Will size of bolts and nos will automatically reflected in Tekla Structures??
*Basically in the staad input there is a concept of grouping the members with similar characteristics such as member property, constants or loads in one go. So at the end of that particular group the member property is defined whereas at the end of each line in that group definition a hyphen *can be seen which indicates the continuation of that particular group.
*So this hyphen has to be replaced by the member property at the end of each and every line for all groups before importing the same into Tekla *Structures and if there is any user defined c/s given as an input in staad then the same needs to be taken care in Tekla Structures by defining a *conversion file or revising the profile catalog.
49
PTO
50
51
Thanks For Your Attention And [email protected]
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