Hi everyone,

I am doing dynamic analysis design for an equipment foundation to check the natural frequency and vibration and I use solid elements to model the footing. The force I applied is selfweight, Fx, My (Fx and Mz were applied as time force). I calculated the soil spring in Fx, Fy, Fz, My, Mz, Mx direction and created a support (S2) assigned to the bottom nodes. Everything worked well so far. The modes were reasonable and no errors occured.

(S2)

Then I realize that the soil should not provide tensile resistance in vertical direction, which means the spring in Fy should be compression spring only. To achieve this, I added a compression only spring (S3) in Fy direction and applied it to all the nodes that I have assigned to S2 before. However, this time I got the error saying that " Erro-zero on diagonal in jacobi iteration". I also got a warning saying instability at joint in Fy direction and I didn't get any elgensolution result.

(S3)

It seems like the structure became unstable. The foundation was very heavy and the Mz I applied was small. I think the weight of the foundation should be able to make the structure stable without tension resistance. Can anyone be so kind to explain to me why I have this error and how can I fixed it? 

I search on the staadpro help and it says "This method does not always converge and may become unstable. Check the output for instability messages. Do not use results if the last iteration was unstable. You may need to include some support in each global direction that is not tension (or compression) only to be stable on every iteration."   However, in reality the soil should provide any tensile resistance. If I only assign some of the nodes as compression, will this impact the accuracy? If I need to do this, how should I pick which nodes should be compression only?

Could anyone give me some clues? I need to complete this model ASAP. Thank you very much for any help. 

communities.bentley.com/.../Trapeze.pdfHello, I have a simple RAM Element Model. After analyzing, I designed all. It's a steel framing. If I select AISC-16, the vertical member will fail. If I select AISC-10 or AISC-05. All member passed.

May I ask why? Thanks.

Hi. I am used to STAAD.ProV8i for more than 10 years. It's my first time to use STAAD Pro.Connect, and I find it really difficult. If I could just go back to V8i, I would choose to.

With so many icons now in different location, to have the frequently used icons be put on topmost part of my screen would be a very big help. But the problem is even on how to do that, I could not find it.

I've tried to search in the internet for a solution:
communities.bentley.com/.../customizing-the-interface-in-staad-pro-connect-edition

Option 1 : Customizing the Quick Access Toolbar
There is now a Quick Access Toolbar at the top of the ribbon menu which may be used to add the frequently used icons to the toolbar. Click on the down arrow as shown next. The menu will expand. Click on the More Commands option as seen below.
----->>> When I do this, there's no More Commands in the dropdown.

Option 2 : Customizing the Quick Commands Pop up menu
While inside the Whole Structure window press the Spacebar on the keyboard to bring up the Quick Commands menu as shown next. Click on the lower right corner to customize the quick command.
----->>> When I do this, nothing shows up.

Please help me in here because I feel I got really slow in doing my project, spending time to find always the location of each icons.

This is about RAM Connection. I want to create a connection with two beams and one column: One beam on the flange and one of the web of the column. However, this seems impossible to do. I see there is a HCBB connection, but it also has a brace which I am unable to remove from there. Please help!

Hey Guys

In my following code in post processing mode unity check is passed but it shows very high node displacement in x and z directions due to wind and seismic loads.

Sometimes it happened due to multiple structure but since i have checked my structure it shows only one structure.

Here is my code.Please do help me

STAAD TRUSS
START JOB INFORMATION
ENGINEER DATE 22-Aug-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KN
JOINT COORDINATES
1 0 0 0; 2 2540.01 0 0; 3 5080.01 0 0; 4 7620.02 0 0; 5 10160 0 0; 6 12700 0 0;
7 15240 0 0; 8 2540.01 1016 0; 9 5080.01 2032 0; 10 7620.02 3048.01 0;
11 10160 2032 0; 12 12700 1016 0; 13 0 0 2540.01; 14 2540.01 0 2540.01;
15 5080.01 0 2540.01; 16 7620.02 0 2540.01; 17 10160 0 2540.01;
18 12700 0 2540.01; 19 15240 0 2540.01; 20 2540.01 1016 2540.01;
21 5080.01 2032 2540.01; 22 7620.02 3048.01 2540.01; 23 10160 2032 2540.01;
24 12700 1016 2540.01; 25 0 0 5080.01; 26 2540.01 0 5080.01;
27 5080.01 0 5080.01; 28 7620.02 0 5080.01; 29 10160 0 5080.01;
30 12700 0 5080.01; 31 15240 0 5080.01; 32 2540.01 1016 5080.01;
33 5080.01 2032 5080.01; 34 7620.02 3048.01 5080.01; 35 10160 2032 5080.01;
36 12700 1016 5080.01; 37 0 0 7620.02; 38 2540.01 0 7620.02;
39 5080.01 0 7620.02; 40 7620.02 0 7620.02; 41 10160 0 7620.02;
42 12700 0 7620.02; 43 15240 0 7620.02; 44 2540.01 1016 7620.02;
45 5080.01 2032 7620.02; 46 7620.02 3048.01 7620.02; 47 10160 2032 7620.02;
48 12700 1016 7620.02; 49 0 0 10160; 50 2540.01 0 10160; 51 5080.01 0 10160;
52 7620.02 0 10160; 53 10160 0 10160; 54 12700 0 10160; 55 15240 0 10160;
56 2540.01 1016 10160; 57 5080.01 2032 10160; 58 7620.02 3048.01 10160;
59 10160 2032 10160; 60 12700 1016 10160; 61 0 0 12700; 62 2540.01 0 12700;
63 5080.01 0 12700; 64 7620.02 0 12700; 65 10160 0 12700; 66 12700 0 12700;
67 15240 0 12700; 68 2540.01 1016 12700; 69 5080.01 2032 12700;
70 7620.02 3048.01 12700; 71 10160 2032 12700; 72 12700 1016 12700;
73 0 0 15240; 74 2540.01 0 15240; 75 5080.01 0 15240; 76 7620.02 0 15240;
77 10160 0 15240; 78 12700 0 15240; 79 15240 0 15240; 80 2540.01 1016 15240;
81 5080.01 2032 15240; 82 7620.02 3048.01 15240; 83 10160 2032 15240;
84 12700 1016 15240; 85 0 0 17780; 86 2540.01 0 17780; 87 5080.01 0 17780;
88 7620.02 0 17780; 89 10160 0 17780; 90 12700 0 17780; 91 15240 0 17780;
92 2540.01 1016 17780; 93 5080.01 2032 17780; 94 7620.02 3048.01 17780;
95 10160 2032 17780; 96 12700 1016 17780; 97 0 0 20320; 98 2540.01 0 20320;
99 5080.01 0 20320; 100 7620.02 0 20320; 101 10160 0 20320; 102 12700 0 20320;
103 15240 0 20320; 104 2540.01 1016 20320; 105 5080.01 2032 20320;
106 7620.02 3048.01 20320; 107 10160 2032 20320; 108 12700 1016 20320;
109 0 0 22860; 110 2540.01 0 22860; 111 5080.01 0 22860; 112 7620.02 0 22860;
113 10160 0 22860; 114 12700 0 22860; 115 15240 0 22860;
116 2540.01 1016 22860; 117 5080.01 2032 22860; 118 7620.02 3048.01 22860;
119 10160 2032 22860; 120 12700 1016 22860; 121 0 0 25400.1;
122 2540.01 0 25400.1; 123 5080.01 0 25400.1; 124 7620.02 0 25400.1;
125 10160 0 25400.1; 126 12700 0 25400.1; 127 15240 0 25400.1;
128 2540.01 1016 25400.1; 129 5080.01 2032 25400.1;
130 7620.02 3048.01 25400.1; 131 10160 2032 25400.1; 132 12700 1016 25400.1;
133 0 0 27940.1; 134 2540.01 0 27940.1; 135 5080.01 0 27940.1;
136 7620.02 0 27940.1; 137 10160 0 27940.1; 138 12700 0 27940.1;
139 15240 0 27940.1; 140 2540.01 1016 27940.1; 141 5080.01 2032 27940.1;
142 7620.02 3048.01 27940.1; 143 10160 2032 27940.1; 144 12700 1016 27940.1;
145 0 0 30480.1; 146 2540.01 0 30480.1; 147 5080.01 0 30480.1;
148 7620.02 0 30480.1; 149 10160 0 30480.1; 150 12700 0 30480.1;
151 15240 0 30480.1; 152 2540.01 1016 30480.1; 153 5080.01 2032 30480.1;
154 7620.02 3048.01 30480.1; 155 10160 2032 30480.1; 156 12700 1016 30480.1;
157 0 -5000.01 0; 158 5080.01 -5000.01 0; 159 10160 -5000.01 0;
160 15240 -5000.01 0; 161 0 -5000.01 5080.01; 162 15240 -5000.01 5080.01;
163 0 -5000.01 10160; 164 15240 -5000.01 10160; 165 0 -5000.01 15240;
166 15240 -5000.01 15240; 167 0 -5000.01 20320; 168 15240 -5000.01 20320;
169 0 -5000.01 25400.1; 170 15240 -5000.01 25400.1; 171 0 -5000.01 30480.1;
172 5080.01 -5000.01 30480.1; 173 10160 -5000.01 30480.1;
174 15240 -5000.01 30480.1;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 1 8; 8 8 9; 9 9 10; 10 10 11;
11 11 12; 12 12 7; 13 2 8; 14 3 9; 15 4 10; 16 5 11; 17 6 12; 18 3 8; 19 4 9;
20 4 11; 21 5 12; 22 13 14; 23 14 15; 24 15 16; 25 16 17; 26 17 18; 27 18 19;
28 13 20; 29 20 21; 30 21 22; 31 22 23; 32 23 24; 33 24 19; 34 14 20; 35 15 21;
36 16 22; 37 17 23; 38 18 24; 39 15 20; 40 16 21; 41 16 23; 42 17 24; 43 25 26;
44 26 27; 45 27 28; 46 28 29; 47 29 30; 48 30 31; 49 25 32; 50 32 33; 51 33 34;
52 34 35; 53 35 36; 54 36 31; 55 26 32; 56 27 33; 57 28 34; 58 29 35; 59 30 36;
60 27 32; 61 28 33; 62 28 35; 63 29 36; 64 37 38; 65 38 39; 66 39 40; 67 40 41;
68 41 42; 69 42 43; 70 37 44; 71 44 45; 72 45 46; 73 46 47; 74 47 48; 75 48 43;
76 38 44; 77 39 45; 78 40 46; 79 41 47; 80 42 48; 81 39 44; 82 40 45; 83 40 47;
84 41 48; 85 49 50; 86 50 51; 87 51 52; 88 52 53; 89 53 54; 90 54 55; 91 49 56;
92 56 57; 93 57 58; 94 58 59; 95 59 60; 96 60 55; 97 50 56; 98 51 57; 99 52 58;
100 53 59; 101 54 60; 102 51 56; 103 52 57; 104 52 59; 105 53 60; 106 61 62;
107 62 63; 108 63 64; 109 64 65; 110 65 66; 111 66 67; 112 61 68; 113 68 69;
114 69 70; 115 70 71; 116 71 72; 117 72 67; 118 62 68; 119 63 69; 120 64 70;
121 65 71; 122 66 72; 123 63 68; 124 64 69; 125 64 71; 126 65 72; 127 73 74;
128 74 75; 129 75 76; 130 76 77; 131 77 78; 132 78 79; 133 73 80; 134 80 81;
135 81 82; 136 82 83; 137 83 84; 138 84 79; 139 74 80; 140 75 81; 141 76 82;
142 77 83; 143 78 84; 144 75 80; 145 76 81; 146 76 83; 147 77 84; 148 85 86;
149 86 87; 150 87 88; 151 88 89; 152 89 90; 153 90 91; 154 85 92; 155 92 93;
156 93 94; 157 94 95; 158 95 96; 159 96 91; 160 86 92; 161 87 93; 162 88 94;
163 89 95; 164 90 96; 165 87 92; 166 88 93; 167 88 95; 168 89 96; 169 97 98;
170 98 99; 171 99 100; 172 100 101; 173 101 102; 174 102 103; 175 97 104;
176 104 105; 177 105 106; 178 106 107; 179 107 108; 180 108 103; 181 98 104;
182 99 105; 183 100 106; 184 101 107; 185 102 108; 186 99 104; 187 100 105;
188 100 107; 189 101 108; 190 109 110; 191 110 111; 192 111 112; 193 112 113;
194 113 114; 195 114 115; 196 109 116; 197 116 117; 198 117 118; 199 118 119;
200 119 120; 201 120 115; 202 110 116; 203 111 117; 204 112 118; 205 113 119;
206 114 120; 207 111 116; 208 112 117; 209 112 119; 210 113 120; 211 121 122;
212 122 123; 213 123 124; 214 124 125; 215 125 126; 216 126 127; 217 121 128;
218 128 129; 219 129 130; 220 130 131; 221 131 132; 222 132 127; 223 122 128;
224 123 129; 225 124 130; 226 125 131; 227 126 132; 228 123 128; 229 124 129;
230 124 131; 231 125 132; 232 133 134; 233 134 135; 234 135 136; 235 136 137;
236 137 138; 237 138 139; 238 133 140; 239 140 141; 240 141 142; 241 142 143;
242 143 144; 243 144 139; 244 134 140; 245 135 141; 246 136 142; 247 137 143;
248 138 144; 249 135 140; 250 136 141; 251 136 143; 252 137 144; 253 145 146;
254 146 147; 255 147 148; 256 148 149; 257 149 150; 258 150 151; 259 145 152;
260 152 153; 261 153 154; 262 154 155; 263 155 156; 264 156 151; 265 146 152;
266 147 153; 267 148 154; 268 149 155; 269 150 156; 270 147 152; 271 148 153;
272 148 155; 273 149 156; 274 1 13; 275 2 14; 276 3 15; 277 4 16; 278 5 17;
279 6 18; 280 7 19; 281 8 20; 282 9 21; 283 10 22; 284 11 23; 285 12 24;
286 13 25; 287 14 26; 288 15 27; 289 16 28; 290 17 29; 291 18 30; 292 19 31;
293 20 32; 294 21 33; 295 22 34; 296 23 35; 297 24 36; 298 25 37; 299 26 38;
300 27 39; 301 28 40; 302 29 41; 303 30 42; 304 31 43; 305 32 44; 306 33 45;
307 34 46; 308 35 47; 309 36 48; 310 37 49; 311 38 50; 312 39 51; 313 40 52;
314 41 53; 315 42 54; 316 43 55; 317 44 56; 318 45 57; 319 46 58; 320 47 59;
321 48 60; 322 49 61; 323 50 62; 324 51 63; 325 52 64; 326 53 65; 327 54 66;
328 55 67; 329 56 68; 330 57 69; 331 58 70; 332 59 71; 333 60 72; 334 61 73;
335 62 74; 336 63 75; 337 64 76; 338 65 77; 339 66 78; 340 67 79; 341 68 80;
342 69 81; 343 70 82; 344 71 83; 345 72 84; 346 73 85; 347 74 86; 348 75 87;
349 76 88; 350 77 89; 351 78 90; 352 79 91; 353 80 92; 354 81 93; 355 82 94;
356 83 95; 357 84 96; 358 85 97; 359 86 98; 360 87 99; 361 88 100; 362 89 101;
363 90 102; 364 91 103; 365 92 104; 366 93 105; 367 94 106; 368 95 107;
369 96 108; 370 97 109; 371 98 110; 372 99 111; 373 100 112; 374 101 113;
375 102 114; 376 103 115; 377 104 116; 378 105 117; 379 106 118; 380 107 119;
381 108 120; 382 109 121; 383 110 122; 384 111 123; 385 112 124; 386 113 125;
387 114 126; 388 115 127; 389 116 128; 390 117 129; 391 118 130; 392 119 131;
393 120 132; 394 121 133; 395 122 134; 396 123 135; 397 124 136; 398 125 137;
399 126 138; 400 127 139; 401 128 140; 402 129 141; 403 130 142; 404 131 143;
405 132 144; 406 133 145; 407 134 146; 408 135 147; 409 136 148; 410 137 149;
411 138 150; 412 139 151; 413 140 152; 414 141 153; 415 142 154; 416 143 155;
417 144 156; 418 1 157; 419 3 158; 420 5 159; 421 7 160; 422 25 161;
423 31 162; 424 49 163; 425 55 164; 426 73 165; 427 79 166; 428 97 167;
429 103 168; 430 121 169; 431 127 170; 432 145 171; 433 147 172; 434 149 173;
435 151 174;
START GROUP DEFINITION
FLOOR
_ROOF+X 7 TO 9 28 TO 30 49 TO 51 70 TO 72 91 TO 93 112 TO 114 133 TO 135 154 -
155 TO 156 175 TO 177 196 TO 198 217 TO 219 238 TO 240 259 TO 261 274 281 -
282 TO 283 286 293 TO 295 298 305 TO 307 310 317 TO 319 322 329 TO 331 334 -
341 TO 343 346 353 TO 355 358 365 TO 367 370 377 TO 379 382 389 TO 391 394 -
401 TO 403 406 413 TO 415
_ROOF-X 10 TO 12 31 TO 33 52 TO 54 73 TO 75 94 TO 96 115 TO 117 136 TO 138 -
157 TO 159 178 TO 180 199 TO 201 220 TO 222 241 TO 243 262 TO 264 280 283 -
284 TO 285 292 295 TO 297 304 307 TO 309 316 319 TO 321 328 331 TO 333 340 -
343 TO 345 352 355 TO 357 364 367 TO 369 376 379 TO 381 388 391 TO 393 400 -
403 TO 405 412 415 TO 417
_WALL-Z 1 TO 21
_WALL+Z 253 TO 273
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 199.947
POISSON 0.3
DENSITY 7.68191e-008
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 0.24821 FU 0.399894 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 TO 12 22 TO 33 43 TO 54 64 TO 75 85 TO 96 106 TO 117 127 TO 138 148 TO 159 -
169 TO 180 190 TO 201 211 TO 222 232 TO 243 253 TO 264 TABLE ST PIP1143H
14 TO 16 19 20 35 TO 37 40 41 56 TO 58 61 62 77 TO 79 82 83 98 TO 100 103 -
104 119 TO 121 124 125 140 TO 142 145 146 161 TO 163 166 167 182 TO 184 187 -
188 203 TO 205 208 209 224 TO 226 229 230 245 TO 247 250 251 266 TO 268 271 -
272 TABLE ST PIP889H
13 17 18 21 34 38 39 42 55 59 60 63 76 80 81 84 97 101 102 105 118 122 123 -
126 139 143 144 147 160 164 165 168 181 185 186 189 202 206 207 210 223 227 -
228 231 244 248 249 252 265 269 270 273 TABLE ST PIP761H
418 TO 435 TABLE ST ISHB200H
MEMBER PROPERTY TATASTRUCTURA
274 TO 417 TABLE ST 80X40X4.0RHS
CONSTANTS
BETA 90 MEMB 419 420 433 434
MATERIAL STEEL ALL
SUPPORTS
157 TO 174 PINNED
LOAD 1 LOADTYPE Dead TITLE MODELLED STEEL WEIGHT
SELFWEIGHT Y -1.1
LOAD 2 LOADTYPE Dead TITLE UNMDELLED STEEL WEIGHT
UNIT METER KG
FLOOR LOAD
_ROOF+X FLOAD -2.25 GY
_ROOF-X FLOAD -2.25 GY
UNIT MMS KN
LOAD 3 LOADTYPE Live TITLE LIVE LOAD
UNIT METER KG
FLOOR LOAD
_ROOF+X FLOAD -60 GY
_ROOF-X FLOAD -60 GY
UNIT FEET KG
LOAD 4 LOADTYPE Wind TITLE WIND +VE X
UNIT METER KN
MEMBER LOAD
422 424 426 428 430 UNI GX 5.02
418 432 UNI GX 2.52
423 425 427 429 431 UNI GX 2.2
421 435 UNI GX 1.1
FLOOR LOAD
_ROOF+X FLOAD 0.46 GX
_ROOF-X FLOAD 0.56 GX
_WALL+Z FLOAD -0.56 GZ
_WALL-Z FLOAD 0.56 GZ
MEMBER LOAD
433 434 UNI GZ 2.84
432 435 UNI GZ 1.42
419 420 UNI GZ -2.84
418 421 UNI GZ -1.42
LOAD 5 LOADTYPE None TITLE WIND -VE X
MEMBER LOAD
423 425 427 429 431 UNI GX -5.02
421 435 UNI GX -2.52
422 424 426 428 430 UNI GX -2.2
418 432 UNI GX -1.1
FLOOR LOAD
_ROOF-X FLOAD -0.46 GX
_ROOF+X FLOAD -0.56 GX
_WALL+Z FLOAD -0.56 GZ
_WALL-Z FLOAD 0.56 GZ
MEMBER LOAD
433 434 UNI GZ 2.84
432 435 UNI GZ 1.42
419 420 UNI GZ -2.84
418 421 UNI GZ -1.42
LOAD 6 LOADTYPE Seismic TITLE SEISMIC +X
NOTIONAL LOAD
1 X 0.12 2 X 0.12
LOAD 7 LOADTYPE Seismic TITLE SEISMIC +Z
NOTIONAL LOAD
1 Z 0.12 2 Z 0.12
LOAD 8 LOADTYPE Seismic TITLE SEISMIC -X
NOTIONAL LOAD
1 X -0.12 2 X -0.12
LOAD 9 LOADTYPE Seismic TITLE SEISMIC -Z
NOTIONAL LOAD
1 Z -0.12 2 Z -0.12
LOAD COMB 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
1 1.5 2 1.5 3 1.5
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
1 1.2 2 1.2 3 1.2 4 1.2
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
1 1.2 2 1.2 3 1.2 4 -1.2
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
1 1.2 2 1.2 3 1.2 6 1.2
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
1 1.2 2 1.2 3 1.2 7 1.2
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
1 1.2 2 1.2 3 1.2 8 1.2
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 7
1 1.2 2 1.2 3 1.2 9 1.2
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
1 1.2 2 1.2 3 1.2 6 -1.2
LOAD COMB 18 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
1 1.2 2 1.2 3 1.2 7 -1.2
LOAD COMB 19 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
1 1.2 2 1.2 3 1.2 8 -1.2
LOAD COMB 20 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
1 1.2 2 1.2 3 1.2 9 -1.2
LOAD COMB 21 GENERATED INDIAN CODE GENRAL_STRUCTURES 12
1 1.5 2 1.5 4 1.5
LOAD COMB 22 GENERATED INDIAN CODE GENRAL_STRUCTURES 13
1 1.5 2 1.5 4 -1.5
LOAD COMB 23 GENERATED INDIAN CODE GENRAL_STRUCTURES 14
1 1.5 2 1.5 6 1.5
LOAD COMB 24 GENERATED INDIAN CODE GENRAL_STRUCTURES 15
1 1.5 2 1.5 7 1.5
LOAD COMB 25 GENERATED INDIAN CODE GENRAL_STRUCTURES 16
1 1.5 2 1.5 8 1.5
LOAD COMB 26 GENERATED INDIAN CODE GENRAL_STRUCTURES 17
1 1.5 2 1.5 9 1.5
LOAD COMB 27 GENERATED INDIAN CODE GENRAL_STRUCTURES 18
1 1.5 2 1.5 6 -1.5
LOAD COMB 28 GENERATED INDIAN CODE GENRAL_STRUCTURES 19
1 1.5 2 1.5 7 -1.5
LOAD COMB 29 GENERATED INDIAN CODE GENRAL_STRUCTURES 20
1 1.5 2 1.5 8 -1.5
LOAD COMB 30 GENERATED INDIAN CODE GENRAL_STRUCTURES 21
1 1.5 2 1.5 9 -1.5
LOAD COMB 31 GENERATED INDIAN CODE GENRAL_STRUCTURES 22
1 0.9 2 0.9 6 1.5
LOAD COMB 32 GENERATED INDIAN CODE GENRAL_STRUCTURES 23
1 0.9 2 0.9 7 1.5
LOAD COMB 33 GENERATED INDIAN CODE GENRAL_STRUCTURES 24
1 0.9 2 0.9 8 1.5
LOAD COMB 34 GENERATED INDIAN CODE GENRAL_STRUCTURES 25
1 0.9 2 0.9 9 1.5
LOAD COMB 35 GENERATED INDIAN CODE GENRAL_STRUCTURES 26
1 0.9 2 0.9 6 -1.5
LOAD COMB 36 GENERATED INDIAN CODE GENRAL_STRUCTURES 27
1 0.9 2 0.9 7 -1.5
LOAD COMB 37 GENERATED INDIAN CODE GENRAL_STRUCTURES 28
1 0.9 2 0.9 8 -1.5
LOAD COMB 38 GENERATED INDIAN CODE GENRAL_STRUCTURES 29
1 0.9 2 0.9 9 -1.5
PERFORM ANALYSIS PRINT ALL
PARAMETER 1
CODE IS800 LSD
RATIO 0.9 ALL
CHECK CODE ALL
FINISH

** SECTION IS NOT ADEQUATE
WARNING:Reinforcement % exceeds maximum limit
I have tried : changing sizes of members; changing the concrete grade from M25 to M30; using beta angle of 90 on columns BUT nothing removes the above warnings. Please tell how to remove these warnings.

communities.bentley.com/.../4-storey-google-play-building.std

If you edit a load title in physical modeler, it will be renumbered in the analytical model.

For example, if load case 1 title in the physical modeler is "dead load" and you edit that title to say "dead loading", then what was load case 1 in the modeler will be assigned the next number in the analytical side.

If you had 1 to 5 cases and 1 to 5 combinations in modeler, load case 1 will now be 11 in the analytical side. If you edit again, it will become 12.

Is there a way to maintain the load case and combination numbers between modeler and analytical?

Hi,

We purchased structure enterprise license one year ago and as it was a perpetual license, we have not renewed any support. Now after one year of use, suddenly license has stopped working and local reseller is advising us to renew the support in order to keep our perpetual license working. 

The question is that when we purchased a perpetual license, why it stop working after one year. We have not changed any thing in computer or setting so it should keep working. We are not looking for any update as well

When we check license management tool, it shows that site activation key has expired. How can a perpetual license key expire, should it not be working without any time limitation.

Has any body else face the same problem?

I modelled analyze and designed a project using staad pro select series 5 version and noted the required area of steel for columns but when I reanalyze the same std file in new staad pro connect edition I got different area of steel. for a particular column 1012 older version takes load combination 18 as critical whereas newer connect edition takes load combination 17 as critical and designed accordingly. older version gives higher values of reinforcement than connect edition. why is this difference for exactly same file/model. please check my attached code file.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 09-Jan-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
11 0 -0.5 0; 12 4.2 -0.5 0; 13 6.4 -0.5 0; 14 14 -0.5 0; 15 20.4 -0.5 0;
16 26.8 -0.5 0; 17 31.2 -0.5 0; 19 4.2 -0.5 -2.5; 20 6.4 -0.5 -2.5;
21 10.6 -0.5 -2.5; 22 14 -0.5 -2.5; 23 20.4 -0.5 -2.5; 24 26.8 -0.5 -2.5;
25 31.2 -0.5 -2.5; 26 0 -0.5 -7.4; 27 4.2 -0.5 -7.4; 28 6.4 -0.5 -7.4;
29 10.6 -0.5 -7.4; 30 14 -0.5 -7.4; 31 20.4 -0.5 -7.4; 32 26.8 -0.5 -7.4;
33 31.2 -0.5 -7.4; 111 0 1.5 0; 112 4.2 1.5 0; 113 6.4 1.5 0; 114 14 1.5 0;
115 20.4 1.5 0; 116 26.8 1.5 0; 117 31.2 1.5 0; 118 0 1.5 -2.5;
119 4.2 1.5 -2.5; 120 6.4 1.5 -2.5; 121 10.6 1.5 -2.5; 122 14 1.5 -2.5;
123 20.4 1.5 -2.5; 124 26.8 1.5 -2.5; 125 31.2 1.5 -2.5; 126 0 1.5 -7.4;
127 4.2 1.5 -7.4; 128 6.4 1.5 -7.4; 129 10.6 1.5 -7.4; 130 14 1.5 -7.4;
131 20.4 1.5 -7.4; 132 26.8 1.5 -7.4; 133 31.2 1.5 -7.4; 211 0 4.85 0;
212 4.2 4.85 0; 213 6.4 4.85 0; 214 14 4.85 0; 215 20.4 4.85 0;
216 26.8 4.85 0; 217 31.2 4.85 0; 218 0 4.85 -2.5; 219 4.2 4.85 -2.5;
220 6.4 4.85 -2.5; 221 10.6 4.85 -2.5; 222 14 4.85 -2.5; 223 20.4 4.85 -2.5;
224 26.8 4.85 -2.5; 225 31.2 4.85 -2.5; 226 0 4.85 -7.4; 227 4.2 4.85 -7.4;
228 6.4 4.85 -7.4; 229 10.6 4.85 -7.4; 230 14 4.85 -7.4; 231 20.4 4.85 -7.4;
232 26.8 4.85 -7.4; 233 31.2 4.85 -7.4; 311 0 8.2 0; 312 4.2 8.2 0;
313 6.4 8.2 0; 314 14 8.2 0; 315 20.4 8.2 0; 316 26.8 8.2 0; 317 31.2 8.2 0;
318 0 8.2 -2.5; 319 4.2 8.2 -2.5; 320 6.4 8.2 -2.5; 321 10.6 8.2 -2.5;
322 14 8.2 -2.5; 323 20.4 8.2 -2.5; 324 26.8 8.2 -2.5; 325 31.2 8.2 -2.5;
326 0 8.2 -7.4; 327 4.2 8.2 -7.4; 328 6.4 8.2 -7.4; 329 10.6 8.2 -7.4;
330 14 8.2 -7.4; 331 20.4 8.2 -7.4; 332 26.8 8.2 -7.4; 333 31.2 8.2 -7.4;
411 0 11.55 0; 412 4.2 11.55 0; 413 6.4 11.55 0; 414 14 11.55 0;
415 20.4 11.55 0; 416 26.8 11.55 0; 417 31.2 11.55 0; 418 0 11.55 -2.5;
419 4.2 11.55 -2.5; 420 6.4 11.55 -2.5; 421 10.6 11.55 -2.5; 422 14 11.55 -2.5;
423 20.4 11.55 -2.5; 424 26.8 11.55 -2.5; 425 31.2 11.55 -2.5;
426 0 11.55 -7.4; 427 4.2 11.55 -7.4; 428 6.4 11.55 -7.4; 429 10.6 11.55 -7.4;
430 14 11.55 -7.4; 431 20.4 11.55 -7.4; 432 26.8 11.55 -7.4;
433 31.2 11.55 -7.4; 511 0 14.9 0; 512 4.2 14.9 0; 513 6.4 14.9 0;
514 14 14.9 0; 515 20.4 14.9 0; 516 26.8 14.9 0; 517 31.2 14.9 0;
518 0 14.9 -2.5; 519 4.2 14.9 -2.5; 520 6.4 14.9 -2.5; 521 10.6 14.9 -2.5;
522 14 14.9 -2.5; 523 20.4 14.9 -2.5; 524 26.8 14.9 -2.5; 525 31.2 14.9 -2.5;
526 0 14.9 -7.4; 527 4.2 14.9 -7.4; 528 6.4 14.9 -7.4; 529 10.6 14.9 -7.4;
530 14 14.9 -7.4; 531 20.4 14.9 -7.4; 532 26.8 14.9 -7.4; 533 31.2 14.9 -7.4;
534 26.8 3.375 -7.4; 535 31.2 3.375 -7.4; 536 26.8 6.725 -7.4;
537 31.2 6.725 -7.4; 538 26.8 3.125 -7.4; 539 31.2 3.125 -7.4;
540 26.8 6.475 -7.4; 541 31.2 6.475 -7.4; 542 26.8 9.825 -7.4;
543 31.2 9.825 -7.4; 546 17.2 1.5 -7.4; 547 17.2 1.5 -2.5; 548 23.6 1.5 -7.4;
549 23.6 1.5 -2.5; 550 17.2 4.85 -7.4; 551 17.2 4.85 -2.5; 552 23.6 4.85 -7.4;
553 23.6 4.85 -2.5; 554 17.2 8.2 -7.4; 555 17.2 8.2 -2.5; 556 23.6 8.2 -7.4;
557 23.6 8.2 -2.5; 558 17.2 11.55 -7.4; 559 17.2 11.55 -2.5;
560 23.6 11.55 -7.4; 561 23.6 11.55 -2.5; 562 17.2 14.9 -7.4;
563 17.2 14.9 -2.5; 564 23.6 14.9 -7.4; 565 23.6 14.9 -2.5;
MEMBER INCIDENCES
111 111 112; 112 112 113; 113 113 114; 114 114 115; 115 115 116; 116 116 117;
117 118 119; 118 119 120; 119 120 121; 120 121 122; 121 122 547; 122 123 549;
123 124 125; 124 126 127; 125 128 129; 126 129 130; 127 130 546; 128 131 548;
129 132 133; 130 111 118; 131 118 126; 132 112 119; 133 119 127; 134 113 120;
135 120 128; 136 121 129; 137 114 122; 138 122 130; 139 115 123; 140 123 131;
141 116 124; 142 124 132; 143 117 125; 144 125 133; 211 211 212; 212 212 213;
213 213 214; 214 214 215; 215 215 216; 216 216 217; 217 218 219; 218 219 220;
219 220 221; 220 221 222; 221 222 551; 222 223 553; 223 224 225; 224 226 227;
225 228 229; 226 229 230; 227 230 550; 228 231 552; 230 211 218; 231 218 226;
232 212 219; 233 219 227; 234 213 220; 235 220 228; 236 221 229; 237 214 222;
238 222 230; 239 215 223; 240 223 231; 241 216 224; 242 224 232; 243 217 225;
244 225 233; 311 311 312; 312 312 313; 313 313 314; 314 314 315; 315 315 316;
316 316 317; 317 318 319; 318 319 320; 319 320 321; 320 321 322; 321 322 555;
322 323 557; 323 324 325; 324 326 327; 325 328 329; 326 329 330; 327 330 554;
328 331 556; 330 311 318; 331 318 326; 332 312 319; 333 319 327; 334 313 320;
335 320 328; 336 321 329; 337 314 322; 338 322 330; 339 315 323; 340 323 331;
341 316 324; 342 324 332; 343 317 325; 344 325 333; 411 411 412; 412 412 413;
413 413 414; 414 414 415; 415 415 416; 416 416 417; 417 418 419; 418 419 420;
419 420 421; 420 421 422; 421 422 559; 422 423 561; 423 424 425; 424 426 427;
425 428 429; 426 429 430; 427 430 558; 428 431 560; 430 411 418; 431 418 426;
432 412 419; 433 419 427; 434 413 420; 435 420 428; 436 421 429; 437 414 422;
438 422 430; 439 415 423; 440 423 431; 441 416 424; 442 424 432; 443 417 425;
444 425 433; 511 511 512; 512 512 513; 513 513 514; 514 514 515; 515 515 516;
516 516 517; 517 518 519; 518 519 520; 519 520 521; 520 521 522; 521 522 563;
522 523 565; 523 524 525; 524 526 527; 525 528 529; 526 529 530; 527 530 562;
528 531 564; 529 532 533; 530 511 518; 531 518 526; 532 512 519; 533 519 527;
534 513 520; 535 520 528; 536 521 529; 537 514 522; 538 522 530; 539 515 523;
540 523 531; 541 516 524; 542 524 532; 543 517 525; 544 525 533; 1011 11 111;
1012 12 112; 1013 13 113; 1014 14 114; 1015 15 115; 1016 16 116; 1017 17 117;
1019 19 119; 1020 20 120; 1021 21 121; 1022 22 122; 1023 23 123; 1024 124 24;
1025 125 25; 1026 26 126; 1027 27 127; 1028 28 128; 1029 29 129; 1030 30 130;
1031 31 131; 1032 32 132; 1033 33 133; 2011 111 211; 2012 112 212;
2013 113 213; 2014 114 214; 2015 115 215; 2016 116 216; 2017 117 217;
2019 119 219; 2020 120 220; 2021 121 221; 2022 122 222; 2023 123 223;
2024 124 224; 2025 125 225; 2026 126 226; 2027 127 227; 2028 128 228;
2029 129 229; 2030 130 230; 2031 131 231; 2032 132 538; 2033 133 539;
3011 211 311; 3012 212 312; 3013 213 313; 3014 214 314; 3015 215 315;
3016 216 316; 3017 217 317; 3019 219 319; 3020 220 320; 3021 221 321;
3022 222 322; 3023 223 323; 3024 224 324; 3025 225 325; 3026 226 326;
3027 227 327; 3028 228 328; 3029 229 329; 3030 230 330; 3031 231 331;
3032 232 540; 3033 233 541; 4011 311 411; 4012 312 412; 4013 313 413;
4014 314 414; 4015 315 415; 4016 316 416; 4017 317 417; 4019 319 419;
4020 320 420; 4021 321 421; 4022 322 422; 4023 323 423; 4024 324 424;
4025 325 425; 4026 326 426; 4027 327 427; 4028 328 428; 4029 329 429;
4030 330 430; 4031 331 431; 4032 332 542; 4033 333 543; 5011 411 511;
5012 412 512; 5013 413 513; 5014 414 514; 5015 415 515; 5016 416 516;
5017 417 517; 5019 419 519; 5020 420 520; 5021 421 521; 5022 422 522;
5023 423 523; 5024 424 524; 5025 425 525; 5026 426 526; 5027 427 527;
5028 428 528; 5029 429 529; 5030 430 530; 5031 431 531; 5032 432 532;
5033 433 533; 5034 534 232; 5035 535 233; 5037 536 332; 5038 537 333;
5039 538 534; 5040 539 535; 5041 538 539; 5042 540 536; 5043 541 537;
5044 540 541; 5045 542 432; 5046 543 433; 5047 542 543; 5050 127 128;
5051 546 131; 5052 547 123; 5053 548 132; 5054 549 124; 5055 548 549;
5056 546 547; 5057 550 231; 5058 551 223; 5059 552 232; 5060 553 224;
5061 552 553; 5062 550 551; 5063 554 331; 5064 555 323; 5065 556 332;
5066 557 324; 5067 556 557; 5068 554 555; 5069 558 431; 5070 559 423;
5071 560 432; 5072 561 424; 5073 560 561; 5074 558 559; 5075 562 531;
5076 563 523; 5077 564 532; 5078 565 524; 5079 564 565; 5080 562 563;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER PROPERTY AMERICAN
111 TO 144 211 TO 228 230 TO 244 311 TO 328 330 TO 344 411 TO 428 430 TO 444 -
511 TO 544 5041 5044 5047 5050 TO 5080 PRIS YD 0.6 ZD 0.4
MEMBER PROPERTY AMERICAN
1012 1021 TO 1025 2012 2021 TO 2025 3012 3021 TO 3025 4012 4021 TO 4025 5012 -
5021 TO 5025 PRIS YD 0.4 ZD 0.4
1011 1014 TO 1017 1019 1020 1026 TO 1033 2011 2014 TO 2017 2019 2020 2026 -
2027 TO 2033 3011 3014 TO 3017 3019 3020 3026 TO 3033 4011 4014 TO 4017 4019 -
4020 4026 TO 4033 5011 5014 TO 5017 5019 5020 5026 TO 5035 5037 TO 5040 5042 -
5043 5045 5046 PRIS YD 0.4 ZD 0.6
1013 2013 3013 4013 5013 PRIS YD 0.6 ZD 0.4
SUPPORTS
11 TO 17 19 TO 33 FIXED
FLOOR HEIGHT
1.5; 4.85; 8.2; 11.55; 14.9;
CUT OFF MODE SHAPE 50
DEFINE 1893 LOAD
*DEFINE 1893 LOAD
*Seismic parameters considered  are as fallows:
*Zone      = 0.36
*RF        = 5.0   (Response reduction factor)
*I         = 1.2   (Importance factor)
*SS        = 2   (Soil type - Medium soil)
*Damping   = 0.05
ZONE 0.36 RF 5 I 1.25 SS 2 ST 1
*LOAD 1 LOADTYPE None  TITLE DEAD LOAD
SELFWEIGHT 1 
MEMBER WEIGHT
211 212 214 TO 216 218 TO 222 224 TO 228 230 231 233 235 238 241 TO 244 311 -
312 314 TO 316 318 TO 328 330 331 333 335 342 TO 344 411 412 414 TO 416 418 -
419 TO 422 424 TO 428 430 431 433 435 442 TO 444 5041 5044 5047 5057 TO 5060 -
5063 TO 5066 5069 TO 5072 UNI 12.2
117 129 217 317 338 340 417 436 438 440 UNI 7
111 112 114 TO 116 118 TO 122 124 TO 128 130 131 133 135 140 142 TO 144 5051 -
5052 TO 5054 UNI 14.8
*STAIR CASE LOAD
223 323 423 5041 5044 5047 UNI 14
FLOOR WEIGHT
YRANGE 4.8 11.57 FLOAD 5.25 XRANGE 0 31.2 ZRANGE -7.4 0
YRANGE 4.8 11.56 FLOAD 3.63 XRANGE 0 4.3 ZRANGE -7.4 -2.5
YRANGE 4.8 11.57 FLOAD 3.3 XRANGE 0 4.2 ZRANGE -2.5 0
YRANGE 14.9 14.9 FLOAD 3.75 XRANGE 0 31.2 ZRANGE -7.4 0
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2 ZRANGE -7.4 0
* LIVE LOAD 50%
FLOOR WEIGHT
YRANGE 4.8 11.57 FLOAD 1 XRANGE 0 4.2 ZRANGE -7.4 0
YRANGE 4.8 11.57 FLOAD 2 XRANGE 4.2 31.2 ZRANGE -2.5 0
YRANGE 4.8 4.9 FLOAD 2.5 XRANGE 6.4 26.8 ZRANGE -7.4 -2.5
YRANGE 8.1 11.57 FLOAD 1.5 XRANGE 6.4 26.8 ZRANGE -7.4 -2.5
YRANGE 14.9 14.9 FLOAD 1 XRANGE 0 31.2 ZRANGE -7.4 0
*STAIR CASE LOAD
MEMBER WEIGHT
223 323 423 5041 5044 5047 UNI 9
CHECK SOFT STORY
LOAD 1 LOADTYPE Seismic  TITLE SPECTRUM X
SELFWEIGHT X 1 
SELFWEIGHT Y 1 
SELFWEIGHT Z 1 
*GXX
MEMBER LOAD
211 212 214 TO 216 218 TO 222 224 TO 228 230 231 233 235 238 241 TO 244 311 -
312 314 TO 316 318 TO 328 330 331 333 335 342 TO 344 411 412 414 TO 416 418 -
419 TO 422 424 TO 428 430 431 433 435 442 TO 444 5041 5044 5047 5057 TO 5060 -
5063 TO 5066 5069 TO 5072 UNI GX 12.2
117 129 217 317 338 340 417 436 438 440 UNI GX 7
111 112 114 TO 116 118 TO 122 124 TO 128 130 131 133 135 140 142 TO 144 5051 -
5052 TO 5054 UNI GX 14.8
*STAIR CASE LOAD
223 323 423 5041 5044 5047 UNI GX 23
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD 5.25 XRANGE 0 31.2  ZRANGE -7.4 0  GX
YRANGE 4.8 11.56 FLOAD 3.63 XRANGE 0 4.3  ZRANGE -7.4 -2.5  GX
YRANGE 4.8 11.57 FLOAD 3.3 XRANGE 0 4.2  ZRANGE -2.5 0  GX
YRANGE 14.9 14.9 FLOAD 3.75 XRANGE 0 31.2  ZRANGE -7.4 0  GX
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2  ZRANGE -7.4 0  GX
* LIVE LOAD
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD 2 XRANGE 0 4.2  ZRANGE -7.4 0  GX
YRANGE 4.8 11.57 FLOAD 4 XRANGE 4.2 31.2  ZRANGE -2.5 0  GX
YRANGE 4.8 4.9 FLOAD 5 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GX
YRANGE 8.1 11.57 FLOAD 3 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GX
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2  ZRANGE -7.4 0  GX
*STAIR CASE LOAD
MEMBER LOAD
223 323 423 5041 5044 5047 UNI GX 13
*GYY
MEMBER LOAD
211 212 214 TO 216 218 TO 222 224 TO 228 230 231 233 235 238 241 TO 244 311 -
312 314 TO 316 318 TO 328 330 331 333 335 342 TO 344 411 412 414 TO 416 418 -
419 TO 422 424 TO 428 430 431 433 435 442 TO 444 5041 5044 5047 5057 TO 5060 -
5063 TO 5066 5069 TO 5072 UNI GY 12.2
117 129 217 317 338 340 417 436 438 440 UNI GY 7
111 112 114 TO 116 118 TO 122 124 TO 128 130 131 133 135 140 142 TO 144 5051 -
5052 TO 5054 UNI GY 14.8
*STAIR CASE LOAD
223 323 423 5041 5044 5047 UNI GY 23
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD 5.25 XRANGE 0 31.2  ZRANGE -7.4 0  GY
YRANGE 4.8 11.56 FLOAD 3.63 XRANGE 0 4.3  ZRANGE -7.4 -2.5  GY
YRANGE 4.8 11.57 FLOAD 3.3 XRANGE 0 4.2  ZRANGE -2.5 0  GY
YRANGE 14.9 14.9 FLOAD 3.75 XRANGE 0 31.2  ZRANGE -7.4 0  GY
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2  ZRANGE -7.4 0  GY
* LIVE LOAD
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD 2 XRANGE 0 4.2  ZRANGE -7.4 0  GY
YRANGE 4.8 11.57 FLOAD 4 XRANGE 4.2 31.2  ZRANGE -2.5 0  GY
YRANGE 4.8 4.9 FLOAD 5 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GY
YRANGE 8.1 11.57 FLOAD 3 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GY
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2  ZRANGE -7.4 0  GY
*STAIR CASE LOAD
MEMBER LOAD
223 323 423 5041 5044 5047 UNI GY 13
*GZZ
MEMBER LOAD
211 212 214 TO 216 218 TO 222 224 TO 228 230 231 233 235 238 241 TO 244 311 -
312 314 TO 316 318 TO 328 330 331 333 335 342 TO 344 411 412 414 TO 416 418 -
419 TO 422 424 TO 428 430 431 433 435 442 TO 444 5041 5044 5047 5057 TO 5060 -
5063 TO 5066 5069 TO 5072 UNI GZ 12.2
117 129 217 317 338 340 417 436 438 440 UNI GZ 7
111 112 114 TO 116 118 TO 122 124 TO 128 130 131 133 135 140 142 TO 144 5051 -
5052 TO 5054 UNI GZ 14.8
*STAIR CASE LOAD
223 323 423 5041 5044 5047 UNI GZ 23
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD 5.25 XRANGE 0 31.2  ZRANGE -7.4 0  GZ
YRANGE 4.8 11.56 FLOAD 3.63 XRANGE 0 4.3  ZRANGE -7.4 -2.5  GZ
YRANGE 4.8 11.57 FLOAD 3.3 XRANGE 0 4.2  ZRANGE -2.5 0  GZ
YRANGE 14.9 14.9 FLOAD 3.75 XRANGE 0 31.2  ZRANGE -7.4 0  GZ
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2  ZRANGE -7.4 0  GZ
* LIVE LOAD
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD 2 XRANGE 0 4.2  ZRANGE -7.4 0  GZ
YRANGE 4.8 11.57 FLOAD 4 XRANGE 4.2 31.2  ZRANGE -2.5 0  GZ
YRANGE 4.8 4.9 FLOAD 5 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GZ
YRANGE 8.1 11.57 FLOAD 3 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GZ
YRANGE 14.9 14.9 FLOAD 2 XRANGE 0 31.2  ZRANGE -7.4 0  GZ
*STAIR CASE LOAD
MEMBER LOAD
223 323 423 5041 5044 5047 UNI GZ 13
*********************************************
*CHECK SOFT STORY
SPECTRUM CQC 1893 X 0.065 ACC DAMP 0.05
SOIL TYPE 2
LOAD 2 LOADTYPE Seismic  TITLE SPECTRUM Z
* all above load in x y and z direction will apply automattically
SPECTRUM CQC 1893 Z 0.0732 ACC DAMP 0.05
SOIL TYPE 2
LOAD 3 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1 
MEMBER LOAD
211 212 214 TO 216 218 TO 222 224 TO 228 230 231 233 235 238 241 TO 244 311 -
312 314 TO 316 318 TO 328 330 331 333 335 342 TO 344 411 412 414 TO 416 418 -
419 TO 422 424 TO 428 430 431 433 435 442 TO 444 5041 5044 5047 5057 TO 5060 -
5063 TO 5066 5069 TO 5072 UNI GY -12.2
117 129 217 317 338 340 417 436 438 440 UNI GY -7
111 112 114 TO 116 118 TO 122 124 TO 128 130 131 133 135 140 142 TO 144 5051 -
5052 TO 5054 UNI GY -14.8
*STAIR CASE LOAD
223 323 423 5041 5044 5047 UNI GY -23
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD -5.25 XRANGE 0 31.2  ZRANGE -7.4 0  GY
YRANGE 4.8 11.56 FLOAD -3.63 XRANGE 0 4.3  ZRANGE -7.4 -2.5  GY
YRANGE 4.8 11.57 FLOAD -3.3 XRANGE 0 4.2  ZRANGE -2.5 0  GY
YRANGE 14.9 14.9 FLOAD -3.75 XRANGE 0 31.2  ZRANGE -7.4 0  GY
YRANGE 14.9 14.9 FLOAD -2 XRANGE 0 31.2  ZRANGE -7.4 0  GY
LOAD 4 LOADTYPE Live  TITLE LIVE LOAD
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD -2 XRANGE 0 4.2  ZRANGE -7.4 0  GY
YRANGE 4.8 11.57 FLOAD -4 XRANGE 4.2 31.2  ZRANGE -2.5 0  GY
YRANGE 4.8 4.9 FLOAD -5 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GY
YRANGE 8.1 11.57 FLOAD -3 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GY
YRANGE 14.9 14.9 FLOAD -1 XRANGE 0 31.2  ZRANGE -7.4 0  GY
*STAIR CASE LOAD
MEMBER LOAD
223 323 423 5041 5044 5047 UNI GY -13
LOAD 5 LIVE50
FLOOR LOAD
YRANGE 4.8 11.57 FLOAD -1 XRANGE 0 4.2  ZRANGE -7.4 0  GY
YRANGE 4.8 11.57 FLOAD -2 XRANGE 4.2 31.2  ZRANGE -2.5 0  GY
YRANGE 4.8 4.9 FLOAD -2.5 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GY
YRANGE 8.1 11.57 FLOAD -1.5 XRANGE 6.4 26.8  ZRANGE -7.4 -2.5  GY
YRANGE 14.9 14.9 FLOAD -1 XRANGE 0 31.2  ZRANGE -7.4 0  GY
*STAIR CASE LOAD
MEMBER LOAD
223 323 423 5041 5044 5047 UNI GY -6.5
LOAD COMBINATION 6
3 1.0 4 1.0 
LOAD COMBINATION 7
3 1.5 4 1.5 
LOAD COMBINATION 8
1 1.2 3 1.2 5 1.2 
LOAD COMBINATION 9
1 -1.2 3 1.2 5 1.2 
LOAD COMBINATION 10
2 1.2 3 1.2 5 1.2 
LOAD COMBINATION 11
2 -1.2 3 1.2 5 1.2 
LOAD COMBINATION 12
1 1.5 3 1.5 
LOAD COMBINATION 13
1 -1.5 3 1.5 
LOAD COMBINATION 14
2 1.5 3 1.5 
LOAD COMBINATION 15
2 -1.5 3 1.5 
LOAD COMBINATION 16
1 1.5 3 0.9 5 0.9 
LOAD COMBINATION 17
1 -1.5 3 0.9 5 0.9 
LOAD COMBINATION 18
2 1.5 3 0.9 5 0.9 
LOAD COMBINATION 19
2 -1.5 3 0.9 5 0.9 
PDELTA ANALYSIS SMALLDELTA
LOAD LIST 6
PRINT SUPPORT REACTION
LOAD LIST 7 TO 19
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
FC 20 MEMB 111 TO 144 211 TO 228 230 TO 244 311 TO 328 330 TO 344 411 TO 428 -
430 TO 444 511 TO 544 1011 TO 1017 1019 TO 1033 2011 TO 2017 2019 TO 2033 -
3011 TO 3017 3019 TO 3033 4011 TO 4017 4019 TO 4033 5011 TO 5017 -
5019 TO 5031 5034 5035 5037 TO 5047
FYMAIN 415 MEMB 111 TO 144 211 TO 228 230 TO 244 311 TO 328 330 TO 344 411 -
412 TO 428 430 TO 444 511 TO 544 1011 TO 1017 1019 TO 1033 2011 TO 2017 2019 -
2020 TO 2033 3011 TO 3017 3019 TO 3033 4011 TO 4017 4019 TO 4033 5011 TO 5017 -
5019 TO 5031 5034 5035 5037 TO 5047
FYSEC 415 MEMB 111 TO 144 211 TO 228 230 TO 244 311 TO 328 330 TO 344 411 -
412 TO 428 430 TO 444 511 TO 544 1011 TO 1017 1019 TO 1033 2011 TO 2017 2019 -
2020 TO 2033 3011 TO 3017 3019 TO 3033 4011 TO 4017 4019 TO 4033 5011 TO 5017 -
5019 TO 5031 5034 5035 5037 TO 5047 5051 TO 5054 5057 TO 5060 5063 TO 5066 -
5069 TO 5072 5075 TO 5078
MINSEC 8 MEMB 111 TO 144 211 TO 228 230 TO 244 311 TO 328 330 TO 344 -
411 TO 428 430 TO 444 511 TO 544 1011 TO 1017 1019 TO 1033 2011 TO 2017 2019 -
2020 TO 2033 3011 TO 3017 3019 TO 3033 4011 TO 4017 4019 TO 4033 5011 TO 5017 -
5019 TO 5031 5034 5035 5037 TO 5047 5051 TO 5054 5057 TO 5060 5063 TO 5066 -
5069 TO 5072 5075 TO 5078
RATIO 6 MEMB 1011 TO 1017 1019 TO 1033 2011 TO 2017 2019 TO 2033 3011 TO 3017 -
3019 TO 3033 4011 TO 4017 4019 TO 4033 5011 TO 5017 5019 TO 5031 5032 5033 5034 5035 -
5037 TO 5040 5042 5043 5045 5046
CONCRETE TAKE
UNIT METER KN
DESIGN COLUMN 1011 TO 1017 1019 TO 1033 2011 TO 2017 2019 TO 2033 -
3011 TO 3017 3019 TO 3033 4011 TO 4017 4019 TO 4033 5011 TO 5017 -
5019 TO 5031 5032 5033 5034 5035 5037 TO 5040 5042 5043 5045 5046
DESIGN BEAM 111 TO 144 211 TO 228 230 TO 244 311 TO 328 330 TO 344 -
411 TO 428 430 TO 444 511 TO 544  5041 5044 5047 5050 TO 5080
END CONCRETE DESIGN
PRINT ALL
FINISH

Anybody else getting this message or something similar A LOT? As in multiple times per day? Any workaround (without enabling offline access and getting the unpleasant surprise of being charged extra by Bentley for accidentally going over)?

Hi,

In STAAD, I have created beams using “Section wizard” and saved “.UPT “ files in local folder. The files are imported in to the STAAD program by “USER TABLE” through the file path saved in desktop folder.

Each time I close and reopen the STAAD file, the user table is not recognized and the member properties are not assigned. Also, during each STAAD analysis run, the user table sections are multiplied to many numbers. Snap shot below for your reference.

Please advise to resolve the problem.

Good morning,

I'm writing to ask some clarifications about STAAD Pro parameters (LY, LZ - Length to calculate slenderness ratio for buckling, KY and KZ); in particular, according to figure reported below, assuming pinned connections at the base of the columns highlighted in the pictures, the following design parameters, for the firt columns level, have been assumed:

Lz = 9.10m

Kz = 2.10 (for the presence of beam clamped conncetions in Y - directions)

Ly = 10.35m

Ky = 1 (for the presence of beam pinned conncetions in Z - directions)

I have some doubts about the assumptions adopted. Are design parameters, listed before, correct?

What about UNT and UMB STAAD pro parameters meaning? How they can be assumed for the example described before?

Is it possible to have/indicate some examples that clarify how to apply correctly LY, Lz, UNT, UMB parameters?

Regards,

Silvia Conti

Dear sir,

In attached stad file. I am applying the dead load 2kn/m2 as floor load.

1.somewhere I am attaching two secondary beams with primary beams with the same node.is this load distributed all over the area same as 2kn/m2 or where I am having two members there it is double? is my way is correct?

2. beam no 10  connection with column the value of moment z is coming 2108kn.m. is this value I should consider while designing the connection of this beam with column or only I should consider shear force which will compress the column ? as the beam is sitting on the column with bottom flange. I have given also My, Mz release to the top node of the column. Kindly give me your opinion.

Thank you

communities.bentley.com/.../podium-canopy7.std

Hello everyone 

When I run my analize it pop up  this message  **ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO. 1247, but thing is that I´ve already assing a material to that specific member and when I click on the missing attributes - missing properties there is not any entity with missing property. if it is a programm error. Could maybe someone give me an advice about how can I solve it.

Thanks¡

1. STAAD SPACE
2. START JOB INFORMATION
3. ENGINEER DATE 06-AUG-19
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0.7 0 0.35; 2 0.7 0.7 0.35; 3 0.7 1.4 0.35; 4 0.7 1.85 0.35; 6 0.7 2.75 0.35
9. 8 0.7 3.65 0.35; 10 0.7 4.55 0.35; 11 0.7 5 0.35; 12 0.7 5.7 0.35
10. 13 0.7 6.4 0.35; 15 0.7 7.4 0.35; 17 0.7 8.4 0.35; 18 0 10.7 0
11. 19 0.7 0 -13.58; 20 0.7 1.4 -13.58; 21 0.7 5 -13.58; 22 0.7 5.7 -13.58
12. 23 0.7 6.4 -13.58; 24 0.7 6.9 -13.58; 26 0.7 7.9 -13.58; 27 0.7 8.4 -13.58
13. 28 0 10.7 -13.93; 29 -0.7 0 -13.58; 30 -0.7 1.4 -13.58; 31 0.7 5 -14.28
14. 32 -0.7 5 -14.28; 33 -0.7 5 -13.58; 34 0.7 5.7 -14.28; 35 -0.7 5.7 -14.28
15. 36 -0.7 5.7 -13.58; 37 0.7 6.4 -14.28; 38 -0.7 6.4 -14.28; 39 -0.7 6.4 -13.58
16. 41 -0.7 6.9 -14.28; 43 0.7 7.4 -14.28; 45 -0.7 7.4 -13.58; 47 -0.7 7.9 -14.28
17. 49 0.7 8.4 -14.28; 50 -0.7 8.4 -14.28; 51 -0.7 8.4 -13.58; 52 0.35 9.55 -14.11
18. 53 -0.35 9.55 -14.11; 54 -0.35 9.55 -13.76; 55 0.7 0 13.58; 56 -0.7 0 13.58
19. 57 0.7 1.4 13.58; 58 -0.7 1.4 13.58; 59 0.7 5 13.58; 60 -0.7 5 13.58
20. 61 0.7 6.4 13.58; 62 -0.7 6.4 13.58; 63 0.7 5 14.28; 64 0.7 5.7 14.28
21. 65 0.7 6.4 14.28; 67 0.7 7.4 14.28; 69 0.7 8.4 14.28; 70 0 10.7 13.93
22. 71 -0.7 5 14.28; 72 0.7 5.7 13.58; 73 -0.7 5.7 13.58; 74 -0.7 5.7 14.28
23. 75 -0.7 6.4 14.28; 76 0.7 6.9 13.58; 78 -0.7 6.9 14.28; 80 -0.7 7.4 13.58
24. 82 0.7 7.9 13.58; 84 -0.7 7.9 14.28; 85 0.7 8.4 13.58; 86 -0.7 8.4 13.58
25. 87 -0.7 8.4 14.28; 88 0.35 9.55 13.76; 89 -0.35 9.55 13.76
26. 90 -0.35 9.55 14.11; 91 0.7 0 -0.35; 92 -0.7 0 -0.35; 93 -0.7 0 0.35
27. 94 0.7 0.7 -0.35; 95 -0.7 0.7 -0.35; 96 -0.7 0.7 0.35; 97 0.7 1.4 -0.35
28. 98 -0.7 1.4 -0.35; 99 -0.7 1.4 0.35; 101 -0.7 1.85 -0.35; 103 0.7 2.3 -0.35
29. 105 -0.7 2.3 0.35; 107 -0.7 2.75 -0.35; 109 0.7 3.2 -0.35; 111 -0.7 3.2 0.35
30. 113 -0.7 3.65 -0.35; 115 0.7 4.1 -0.35; 117 -0.7 4.1 0.35; 119 -0.7 4.55 -0.35
31. 121 0.7 5 -0.35; 122 -0.7 5 -0.35; 123 -0.7 5 0.35; 124 0.7 5.7 -0.35
32. 125 -0.7 5.7 -0.35; 126 -0.7 5.7 0.35; 127 0.7 6.4 -0.35; 128 -0.7 6.4 -0.35
33. 129 -0.7 6.4 0.35; 130 0.7 6.9 -0.35; 132 -0.7 6.9 0.35; 134 -0.7 7.4 -0.35
34. 136 0.7 7.9 -0.35; 138 -0.7 7.9 0.35; 139 0.7 8.4 -0.35; 140 -0.7 8.4 -0.35
35. 141 -0.7 8.4 0.35; 142 0.35 9.55 0.175; 143 0.35 9.55 -13.75
36. 144 0.7 1.4 -12.8; 145 0.7 1.4 -12.02; 146 0.7 1.4 -11.24; 147 0.7 1.4 -10.47
37. 148 0.7 1.4 -9.59; 149 0.7 1.4 -8.715; 150 0.7 1.4 -7.84; 151 0.7 1.4 -6.965
38. 152 0.7 1.4 -6.09; 153 0.7 1.4 -5.215; 154 0.7 1.4 -4.34; 155 0.7 1.4 -3.465
STAAD SPACE -- PAGE NO. 2

39. 156 0.7 1.4 -2.686; 157 0.7 1.4 -1.908; 158 0.7 1.4 -1.129; 159 -0.7 1.4 -12.8
40. 160 -0.7 1.4 -12.02; 161 -0.7 1.4 -11.24; 162 -0.7 1.4 -10.47
41. 163 -0.7 1.4 -9.59; 164 -0.7 1.4 -8.715; 165 -0.7 1.4 -7.84
42. 166 -0.7 1.4 -6.09; 167 -0.7 1.4 -5.215; 168 -0.7 1.4 -4.34
43. 169 -0.7 1.4 -3.465; 170 -0.7 1.4 -2.686; 171 -0.7 1.4 -1.908
44. 172 -0.7 1.4 -1.129; 173 0.7 0 -12.8; 174 0.7 0 -12.02; 175 0.7 0 -11.24
45. 176 0.7 0 -10.47; 177 0.7 0 -9.59; 178 0.7 0 -8.715; 179 0.7 0 -7.84
46. 180 0.7 0 -6.965; 181 0.7 0 -6.09; 182 0.7 0 -5.215; 183 0.7 0 -4.34
47. 184 0.7 0 -3.465; 185 0.7 0 -2.686; 186 0.7 0 -1.908; 187 0.7 0 -1.129
48. 188 -0.7 0 -12.8; 189 -0.7 0 -12.02; 190 -0.7 0 -11.24; 191 -0.7 0 -10.47
49. 192 -0.7 0 -9.59; 193 -0.7 0 -8.715; 194 -0.7 0 -7.84; 195 -0.7 0 -6.965
50. 196 -0.7 0 -6.09; 197 -0.7 0 -5.215; 198 -0.7 0 -4.34; 199 -0.7 0 -3.465
51. 200 -0.7 0 -2.686; 201 -0.7 0 -1.908; 202 -0.7 0 -1.129; 203 0 1.4 -3.465
52. 204 0.7 0.7 -3.465; 205 -0.7 0.7 -3.465; 206 0 0 -3.465; 207 0 1.4 -6.965
53. 208 0.7 0.7 -6.965; 209 -0.7 0.7 -6.965; 210 0 0 -6.965; 211 0 1.4 -10.47
54. 212 0.7 0.7 -10.47; 213 -0.7 0.7 -10.47; 214 0 0 -10.47; 215 0.7 6.4 -12.8
55. 216 0.7 6.4 -12.02; 217 0.7 6.4 -11.24; 218 0.7 6.4 -10.47; 219 0.7 6.4 -9.59
56. 220 0.7 6.4 -8.715; 221 0.7 6.4 -7.84; 222 0.7 6.4 -6.965; 223 0.7 6.4 -6.09
57. 224 0.7 6.4 -5.215; 225 0.7 6.4 -4.34; 226 0.7 6.4 -3.465; 227 0.7 6.4 -2.686
58. 228 0.7 6.4 -1.908; 229 0.7 6.4 -1.129; 230 -0.7 6.4 -12.8
59. 231 -0.7 6.4 -12.02; 232 -0.7 6.4 -11.24; 233 -0.7 6.4 -10.47
60. 234 -0.7 6.4 -9.59; 235 -0.7 6.4 -8.715; 236 -0.7 6.4 -7.84
61. 237 -0.7 6.4 -6.965; 238 -0.7 6.4 -6.09; 239 -0.7 6.4 -5.215
62. 240 -0.7 6.4 -4.34; 241 -0.7 6.4 -3.465; 242 -0.7 6.4 -2.686
63. 243 -0.7 6.4 -1.908; 244 -0.7 6.4 -1.129; 245 0.7 5 -12.8; 246 0.7 5 -12.02
64. 247 0.7 5 -11.24; 248 0.7 5 -10.47; 249 0.7 5 -9.59; 250 0.7 5 -8.715
65. 251 0.7 5 -7.84; 252 0.7 5 -6.965; 253 0.7 5 -6.09; 254 0.7 5 -5.215
66. 255 0.7 5 -4.34; 256 0.7 5 -3.465; 257 0.7 5 -2.686; 258 0.7 5 -1.908
67. 259 0.7 5 -1.129; 260 -0.7 5 -12.8; 261 -0.7 5 -12.02; 262 -0.7 5 -11.24
68. 263 -0.7 5 -10.47; 264 -0.7 5 -9.59; 265 -0.7 5 -8.715; 266 -0.7 5 -7.84
69. 267 -0.7 5 -6.965; 268 -0.7 5 -6.09; 269 -0.7 5 -5.215; 270 -0.7 5 -4.34
70. 271 -0.7 5 -3.465; 272 -0.7 5 -2.686; 273 -0.7 5 -1.908; 274 -0.7 5 -1.129
71. 275 0 6.4 -3.465; 276 0.7 5.7 -3.465; 277 -0.7 5.7 -3.465; 278 0 5 -3.465
72. 279 0 6.4 -6.965; 280 0.7 5.7 -6.965; 281 -0.7 5.7 -6.965; 282 0 5 -6.965
73. 283 0 6.4 -10.47; 284 0.7 5.7 -10.47; 285 -0.7 5.7 -10.47; 286 0 5 -10.47
74. 287 0.7 1.4 1.129; 288 0.7 1.4 1.908; 289 0.7 1.4 2.686; 290 0.7 1.4 3.465
75. 291 0.7 1.4 4.34; 292 0.7 1.4 5.215; 293 0.7 1.4 6.09; 294 0.7 1.4 7.84
76. 295 0.7 1.4 8.715; 296 0.7 1.4 9.59; 297 0.7 1.4 10.47; 298 0.7 1.4 11.24
77. 299 0.7 1.4 12.02; 300 0.7 1.4 12.8; 301 -0.7 1.4 1.129; 302 -0.7 1.4 1.908
78. 303 -0.7 1.4 2.686; 304 -0.7 1.4 3.465; 305 -0.7 1.4 4.34; 306 -0.7 1.4 5.215
79. 307 -0.7 1.4 6.09; 308 -0.7 1.4 6.965; 309 -0.7 1.4 7.84; 310 -0.7 1.4 8.715
80. 311 -0.7 1.4 9.59; 312 -0.7 1.4 10.47; 313 -0.7 1.4 11.24; 314 -0.7 1.4 12.02
81. 315 -0.7 1.4 12.8; 316 0.7 0 1.129; 317 0.7 0 1.908; 318 0.7 0 2.686
82. 319 0.7 0 3.465; 320 0.7 0 4.34; 321 0.7 0 5.215; 322 0.7 0 6.09
83. 323 0.7 0 6.965; 324 0.7 0 7.84; 325 0.7 0 8.715; 326 0.7 0 9.59
84. 327 0.7 0 10.47; 328 0.7 0 11.24; 329 0.7 0 12.02; 330 0.7 0 12.8
85. 331 -0.7 0 1.129; 332 -0.7 0 1.908; 333 -0.7 0 2.686; 334 -0.7 0 3.465
86. 335 -0.7 0 4.34; 336 -0.7 0 5.215; 337 -0.7 0 6.09; 338 -0.7 0 6.965
87. 339 -0.7 0 7.84; 340 -0.7 0 8.715; 341 -0.7 0 9.59; 342 -0.7 0 10.47
88. 343 -0.7 0 11.24; 344 -0.7 0 12.02; 345 -0.7 0 12.8; 346 0 1.4 10.47
89. 347 0.7 0.7 10.47; 348 -0.7 0.7 10.47; 349 0 0 10.47; 350 0 1.4 6.965
90. 351 0.7 0.7 6.965; 352 -0.7 0.7 6.965; 353 0 0 6.965; 354 0 1.4 3.465
91. 355 0.7 0.7 3.465; 356 -0.7 0.7 3.465; 357 0 0 3.465; 358 0.7 6.4 1.129
92. 359 0.7 6.4 1.908; 360 0.7 6.4 2.686; 361 0.7 6.4 3.465; 362 0.7 6.4 4.34
93. 363 0.7 6.4 5.215; 364 0.7 6.4 6.09; 365 0.7 6.4 6.965; 366 0.7 6.4 7.84
94. 367 0.7 6.4 8.715; 368 0.7 6.4 9.59; 369 0.7 6.4 10.47; 370 0.7 6.4 11.24
STAAD SPACE -- PAGE NO. 3

95. 371 0.7 6.4 12.02; 372 0.7 6.4 12.8; 373 -0.7 6.4 1.129; 374 -0.7 6.4 1.908
96. 375 -0.7 6.4 2.686; 376 -0.7 6.4 3.465; 377 -0.7 6.4 4.34; 378 -0.7 6.4 5.215
97. 379 -0.7 6.4 6.09; 380 -0.7 6.4 6.965; 381 -0.7 6.4 7.84; 382 -0.7 6.4 8.715
98. 383 -0.7 6.4 9.59; 384 -0.7 6.4 10.47; 385 -0.7 6.4 11.24; 386 -0.7 6.4 12.02
99. 387 -0.7 6.4 12.8; 388 0.7 5 1.129; 389 0.7 5 1.908; 390 0.7 5 2.686
100. 391 0.7 5 3.465; 392 0.7 5 4.35; 393 0.7 5 5.215; 394 0.7 5 6.09
101. 395 0.7 5 6.965; 396 0.7 5 7.84; 397 0.7 5 8.715; 398 0.7 5 9.59
102. 399 0.7 5 10.47; 400 0.7 5 11.24; 401 0.7 5 12.02; 402 0.7 5 12.8
103. 403 -0.7 5 1.129; 404 -0.7 5 1.908; 405 -0.7 5 2.686; 406 -0.7 5 3.465
104. 407 -0.7 5 4.34; 408 -0.7 5 5.215; 409 -0.7 5 6.09; 410 -0.7 5 6.965
105. 411 -0.7 5 7.84; 412 -0.7 5 8.715; 413 -0.7 5 9.59; 414 -0.7 5 10.47
106. 415 -0.7 5 11.24; 416 -0.7 5 12.02; 417 -0.7 5 12.8; 418 0 6.4 10.47
107. 419 0.7 5.7 10.47; 420 -0.7 5.7 10.47; 421 0 5 10.47; 422 0 6.4 6.965
108. 423 0.7 5.7 6.965; 424 -0.7 5.7 6.965; 425 0 5 6.965; 426 0 6.4 3.465
109. 427 0.7 5.7 3.465; 428 -0.7 5.7 3.465; 429 0 5 3.465; 430 0.35 9.55 14.11
110. 431 0.35 9.55 -0.175; 432 -0.35 9.55 -0.175; 434 0.7 1.4 6.965
111. 435 -0.7 1.4 -6.965; 436 -0.35 9.55 0.175; 437 0.7 1.4 12.33
112. 438 0.7 2.65 13.58; 439 -0.7 1.4 12.33; 440 -0.7 2.65 13.58; 441 0.7 0 12.33
113. 442 -0.7 0 12.33; 443 0.7 -1.25 13.58; 444 -0.7 -1.25 13.58
114. 445 0.7 1.4 -12.33; 446 -0.7 1.4 -12.33; 447 -0.7 0 -12.33; 448 0.7 0 -12.33
115. 449 0.7 2.65 -13.58; 450 -0.7 2.65 -13.58; 451 -0.7 -1.25 -13.58
116. 452 0.7 -1.25 -13.58
117. MEMBER INCIDENCES
118. 1 55 330; 2 56 345; 3 57 300; 4 58 315; 5 345 442; 6 330 441; 7 300 437
119. 8 315 439; 9 314 313; 10 299 298; 11 298 297; 12 297 296; 13 313 312
120. 14 312 311; 15 296 295; 16 311 310; 17 310 309; 18 295 294; 19 309 308
121. 20 294 434; 21 434 293; 22 308 307; 23 307 306; 24 293 292; 25 306 305
122. 26 292 291; 27 291 290; 28 305 304; 29 290 289; 30 304 303; 31 303 302
123. 32 289 288; 33 288 287; 34 302 301; 35 301 99; 36 287 3; 37 3 97; 38 99 98
124. 39 98 172; 40 97 158; 41 172 171; 42 158 157; 43 157 156; 44 171 170
125. 45 170 169; 46 156 155; 47 155 154; 48 169 168; 49 168 167; 50 154 153
126. 51 167 166; 52 153 152; 53 166 435; 54 435 165; 55 152 151; 56 151 150
127. 57 150 149; 58 165 164; 59 149 148; 60 164 163; 61 163 162; 62 148 147
128. 63 147 146; 64 162 161; 65 146 145; 66 161 160; 67 160 446; 68 145 445
129. 69 144 20; 70 159 30; 71 57 315; 72 315 299; 73 299 313; 74 313 297; 75 58 300
130. 76 300 314; 77 314 298; 78 298 312; 79 312 346; 80 346 297; 81 297 311
131. 82 311 295; 83 295 309; 84 309 434; 85 312 296; 86 296 310; 87 310 294
132. 88 294 308; 89 308 350; 90 350 434; 91 434 307; 92 307 292; 93 292 305
133. 94 305 290; 95 308 293; 96 293 306; 97 306 291; 98 291 304; 99 304 354
134. 100 354 290; 101 99 3; 102 290 303; 103 303 288; 104 288 301; 105 301 3
135. 106 304 289; 107 289 302; 108 302 287; 109 287 99; 110 97 98; 111 97 172
136. 112 172 157; 113 157 170; 114 170 155; 115 98 158; 116 158 171; 117 171 156
137. 118 156 169; 119 169 203; 120 203 155; 121 169 154; 122 154 167; 123 167 152
138. 124 152 435; 125 435 207; 126 207 151; 127 155 168; 128 168 153; 129 153 166
139. 130 166 151; 131 435 150; 132 150 164; 133 164 148; 134 148 162; 135 162 211
140. 136 211 147; 137 151 165; 138 165 149; 139 149 163; 140 163 147; 141 162 146
141. 142 146 160; 143 160 144; 144 144 30; 145 147 161; 146 161 145; 147 145 159
142. 148 159 20; 149 344 343; 150 329 328; 151 328 327; 152 343 342; 153 342 349
143. 154 349 327; 155 56 330; 156 330 344; 157 344 328; 158 328 342; 159 55 345
144. 160 345 329; 161 329 343; 162 343 327; 163 342 341; 164 341 340; 165 340 339
145. 166 339 338; 167 327 326; 168 326 325; 169 325 324; 170 324 323; 171 342 326
146. 172 326 340; 173 340 324; 174 324 338; 175 327 341; 176 341 325; 177 325 339
147. 178 339 323; 179 338 353; 180 353 323; 181 338 337; 182 337 336; 183 336 335
148. 184 335 334; 185 323 322; 186 322 321; 187 321 320; 188 320 319; 189 334 357
149. 190 357 319; 191 338 322; 192 322 336; 193 336 320; 194 320 334; 195 323 337
150. 196 337 321; 197 321 335; 198 335 319; 199 93 1; 200 92 91; 201 93 92
STAAD SPACE -- PAGE NO. 4

151. 202 91 1; 203 334 333; 204 333 332; 205 332 331; 206 331 93; 207 319 318
152. 208 318 317; 209 317 316; 210 316 1; 211 334 318; 212 318 332; 213 332 316
153. 214 316 93; 215 319 333; 216 333 317; 217 317 331; 218 331 1; 219 92 202
154. 220 202 201; 221 201 200; 222 200 199; 223 91 187; 224 187 186; 225 186 185
155. 226 185 184; 227 199 206; 228 206 184; 229 92 187; 230 187 201; 231 201 185
156. 232 185 199; 233 91 202; 234 202 186; 235 186 200; 236 200 184; 237 199 198
157. 238 198 197; 239 197 196; 240 196 195; 241 184 183; 242 183 182; 243 182 181
158. 244 181 180; 245 195 210; 246 210 180; 247 199 183; 248 183 197; 249 197 181
159. 250 181 195; 251 184 198; 252 198 182; 253 182 196; 254 196 180; 255 195 194
160. 256 194 193; 257 193 192; 258 192 191; 259 180 179; 260 179 178; 261 178 177
161. 262 177 176; 263 191 214; 264 214 176; 265 195 179; 266 179 193; 267 193 177
162. 268 177 191; 269 180 194; 270 194 178; 271 178 192; 272 192 176; 273 191 190
163. 274 190 189; 275 189 447; 276 188 29; 277 176 175; 278 175 174; 279 174 448
164. 280 173 19; 281 191 175; 282 175 189; 283 189 173; 284 173 29; 285 176 190
165. 286 190 174; 287 174 188; 288 188 19; 289 56 315; 290 315 344; 291 344 313
166. 292 313 342; 293 342 348; 294 348 312; 295 58 345; 296 345 314; 297 314 343
167. 298 343 312; 299 312 341; 300 341 310; 301 310 339; 302 339 308; 303 308 352
168. 304 352 338; 305 338 309; 306 309 340; 307 340 311; 308 311 342; 309 308 337
169. 310 337 306; 311 306 335; 312 335 304; 313 304 356; 314 356 334; 315 338 307
170. 316 307 336; 317 336 305; 318 305 334; 319 304 333; 320 333 302; 321 302 331
171. 322 331 99; 323 99 96; 324 96 93; 325 334 303; 326 303 332; 327 332 301
172. 328 301 93; 329 98 95; 330 95 92; 331 92 172; 332 172 201; 333 201 170
173. 334 170 199; 335 199 205; 336 205 169; 337 98 202; 338 202 171; 339 171 200
174. 340 200 169; 341 169 198; 342 198 167; 343 167 196; 344 196 435; 345 435 209
175. 346 209 195; 347 195 166; 348 166 197; 349 197 168; 350 168 199; 351 435 194
176. 352 194 164; 353 164 192; 354 192 162; 355 162 213; 356 213 191; 357 191 163
177. 358 163 193; 359 193 165; 360 165 195; 361 162 190; 362 190 160; 363 160 188
178. 364 188 30; 365 191 161; 366 161 189; 367 189 159; 368 159 29; 369 98 96
179. 370 95 99; 371 95 93; 372 92 96; 373 57 330; 374 330 299; 375 299 328
180. 376 328 297; 377 297 347; 378 347 327; 379 55 300; 380 300 329; 381 329 298
181. 382 298 327; 383 327 296; 384 296 325; 385 325 294; 386 294 323; 387 323 351
182. 388 351 434; 389 434 324; 390 324 295; 391 295 326; 392 326 297; 393 434 322
183. 394 322 292; 395 292 320; 396 320 290; 397 290 355; 398 355 319; 399 319 291
184. 400 291 321; 401 321 293; 402 293 323; 403 290 318; 404 318 288; 405 288 316
185. 406 316 3; 407 3 2; 408 2 1; 409 1 287; 410 287 317; 411 317 289; 412 289 319
186. 413 3 94; 414 97 2; 415 2 91; 416 94 1; 417 97 94; 418 94 91; 419 97 187
187. 420 187 157; 421 157 185; 422 185 155; 423 155 204; 424 204 184; 425 184 156
188. 426 156 186; 427 186 158; 428 158 91; 429 155 183; 430 183 153; 431 153 181
189. 432 181 151; 433 151 208; 434 208 180; 435 180 152; 436 152 182; 437 182 154
190. 438 154 184; 439 151 179; 440 179 149; 441 149 177; 442 177 147; 443 147 212
191. 444 212 176; 445 176 148; 446 148 178; 447 178 150; 448 150 180; 449 147 175
192. 450 175 145; 451 145 173; 452 173 20; 453 176 146; 454 146 174; 455 174 144
193. 456 144 19; 457 99 2; 458 2 93; 459 1 96; 460 96 3; 461 99 4; 462 4 105
194. 463 105 6; 464 6 111; 465 111 8; 466 8 117; 467 117 10; 468 10 123; 469 123 11
195. 471 3 4; 472 99 105; 473 105 111; 474 111 117; 475 4 6; 476 6 8; 477 8 10
196. 478 117 123; 479 10 11; 480 99 101; 481 101 105; 482 105 107; 483 107 111
197. 484 111 113; 485 113 117; 486 117 119; 487 119 123; 488 123 122; 489 98 101
198. 490 101 107; 491 107 113; 492 113 119; 493 119 122; 494 97 101; 495 101 103
199. 496 103 107; 497 107 109; 498 109 113; 499 113 115; 500 115 119; 501 119 121
200. 502 121 122; 503 97 103; 504 103 109; 505 109 115; 506 115 121; 507 121 10
201. 508 10 115; 509 115 8; 510 8 109; 511 109 6; 512 6 103; 513 103 4; 514 4 97
202. 515 11 121; 516 62 73; 517 73 60; 518 60 387; 519 387 416; 520 416 385
203. 521 385 414; 522 414 420; 523 420 384; 524 384 415; 525 415 386; 526 386 417
204. 527 417 62; 528 62 387; 529 387 386; 530 386 385; 531 385 384; 532 60 417
205. 533 417 416; 534 416 415; 535 415 414; 536 414 413; 537 413 412; 538 412 411
206. 539 411 410; 540 410 424; 541 424 380; 542 380 381; 543 381 382; 544 382 383
STAAD SPACE -- PAGE NO. 5

207. 545 383 384; 546 384 413; 547 413 382; 548 382 411; 549 411 380; 550 410 381
208. 551 381 412; 552 412 383; 553 383 414; 554 410 379; 555 379 408; 556 408 377
209. 557 377 406; 558 406 428; 559 428 376; 560 376 407; 561 407 378; 562 378 409
210. 563 409 380; 564 380 379; 565 379 378; 566 377 378; 567 377 376; 568 406 407
211. 569 407 408; 570 408 409; 571 409 410; 572 406 375; 573 375 404; 574 404 373
212. 575 373 123; 576 123 126; 577 126 129; 578 129 403; 579 403 374; 580 374 405
213. 581 405 376; 582 376 375; 583 375 374; 584 374 373; 585 373 129; 586 406 405
214. 587 405 404; 588 404 403; 589 403 123; 590 129 128; 591 128 125; 592 125 122
215. 593 122 274; 594 274 273; 595 273 272; 596 272 271; 597 271 277; 598 241 277
216. 599 241 242; 600 242 243; 601 243 244; 602 244 128; 603 128 274; 604 274 243
217. 605 243 272; 606 272 241; 607 271 242; 608 242 273; 609 273 244; 610 244 122
218. 611 271 240; 612 240 269; 613 269 238; 614 238 267; 615 267 281; 616 281 237
219. 617 237 268; 618 268 239; 619 239 270; 620 270 241; 621 241 240; 622 240 239
220. 623 239 238; 624 238 237; 625 271 270; 626 270 269; 627 269 268; 628 268 267
221. 629 237 266; 630 266 235; 631 235 264; 632 264 233; 633 233 285; 634 285 263
222. 635 263 234; 636 234 265; 637 265 236; 638 236 267; 639 237 236; 640 236 235
223. 641 235 234; 642 234 233; 643 267 266; 644 266 265; 645 265 264; 646 264 263
224. 647 263 262; 648 262 261; 649 261 260; 650 260 33; 651 33 36; 652 36 39
225. 653 39 230; 654 230 231; 655 231 232; 656 232 233; 657 233 262; 658 263 232
226. 659 232 261; 660 261 230; 661 230 33; 662 39 260; 663 260 231; 664 231 262
227. 665 62 61; 666 61 387; 667 387 371; 668 371 385; 669 385 369; 670 369 418
228. 671 418 384; 672 384 370; 673 370 386; 674 386 372; 675 372 62; 676 61 372
229. 677 372 371; 678 371 370; 679 370 369; 680 369 383; 681 383 367; 682 367 381
230. 683 381 365; 684 365 422; 685 422 380; 686 380 366; 687 366 382; 688 382 368
231. 689 368 384; 690 369 368; 691 368 367; 692 367 366; 693 366 365; 694 365 379
232. 695 379 363; 696 363 377; 697 377 361; 698 361 426; 699 426 376; 700 376 362
233. 701 362 378; 702 378 364; 703 364 380; 704 365 364; 705 364 363; 706 363 362
234. 707 362 361; 708 129 13; 709 361 360; 710 360 359; 711 359 358; 712 358 13
235. 713 376 360; 714 360 374; 715 374 358; 716 358 129; 717 361 375; 718 375 359
236. 719 359 373; 720 373 13; 721 128 127; 722 127 244; 723 244 228; 724 228 242
237. 725 242 226; 726 13 127; 727 127 229; 728 229 228; 729 228 227; 730 227 226
238. 731 128 229; 732 229 243; 733 243 227; 734 227 241; 735 241 275; 736 275 226
239. 737 241 225; 738 225 239; 739 239 223; 740 223 237; 741 237 279; 742 279 222
240. 743 222 238; 744 238 224; 745 224 240; 746 240 226; 747 226 225; 748 225 224
241. 749 224 223; 750 223 222; 751 237 221; 752 221 235; 753 235 219; 754 219 233
242. 755 233 283; 756 283 218; 757 218 234; 758 234 220; 759 220 236; 760 236 222
243. 761 222 221; 762 221 220; 763 220 219; 764 219 218; 765 233 217; 766 217 231
244. 767 231 215; 768 215 39; 769 39 23; 770 23 230; 771 230 216; 772 216 232
245. 773 232 218; 774 218 217; 775 217 216; 776 216 215; 777 215 23; 778 60 71
246. 779 71 73; 780 73 75; 781 75 62; 782 62 74; 783 74 60; 784 71 74; 785 74 75
247. 786 62 78; 787 78 80; 788 80 84; 789 84 86; 790 86 87; 791 62 80; 792 80 86
248. 793 87 84; 794 84 78; 795 78 75; 796 33 32; 797 32 36; 798 36 38; 799 38 39
249. 800 39 35; 801 35 33; 802 32 35; 803 35 38; 804 39 41; 805 41 45; 806 45 47
250. 807 47 51; 808 51 50; 809 50 47; 810 47 41; 811 41 38; 812 39 45; 813 45 51
251. 814 123 125; 815 125 129; 816 128 126; 817 126 122; 818 128 132; 819 132 134
252. 820 134 138; 821 138 140; 822 140 141; 823 140 134; 824 134 128; 825 129 132
253. 826 132 138; 827 138 141; 828 59 72; 829 72 61; 830 61 402; 831 402 371
254. 832 371 400; 833 400 369; 834 369 419; 835 419 399; 836 399 370; 837 370 401
255. 838 401 372; 839 372 59; 840 59 402; 841 402 401; 842 401 400; 843 400 399
256. 844 369 398; 845 398 367; 846 367 396; 847 396 365; 848 365 423; 849 423 395
257. 850 395 366; 851 366 397; 852 397 368; 853 368 399; 854 399 398; 855 398 397
258. 856 397 396; 857 396 395; 858 395 364; 859 364 393; 860 393 362; 861 362 391
259. 862 391 427; 863 427 361; 864 361 392; 865 392 363; 866 363 394; 867 394 365
260. 868 395 394; 869 394 393; 870 393 392; 871 392 391; 872 391 390; 873 390 389
261. 874 389 388; 875 388 11; 876 11 12; 877 12 13; 878 391 360; 879 360 389
262. 880 389 358; 881 358 11; 882 13 388; 883 388 359; 884 359 390; 885 390 361
STAAD SPACE -- PAGE NO. 6

263. 886 121 124; 887 124 127; 888 127 12; 889 13 124; 890 124 11; 891 12 121
264. 892 121 259; 893 259 258; 894 258 257; 895 257 256; 896 256 276; 897 276 226
265. 898 121 229; 899 229 258; 900 258 227; 901 227 256; 902 127 259; 903 259 228
266. 904 228 257; 905 257 226; 906 256 255; 907 255 254; 908 254 253; 909 253 252
267. 910 256 225; 911 225 254; 912 254 223; 913 223 252; 914 252 280; 915 280 222
268. 916 222 253; 917 253 224; 918 224 255; 919 255 226; 920 252 251; 921 251 250
269. 922 250 249; 923 249 248; 924 248 284; 925 284 218; 926 218 249; 927 249 220
270. 928 220 251; 929 251 222; 930 252 221; 931 221 250; 932 250 219; 933 219 248
271. 934 248 247; 935 247 246; 936 246 245; 937 245 21; 938 21 22; 939 22 23
272. 940 218 247; 941 247 216; 942 216 245; 943 245 23; 944 248 217; 945 217 246
273. 946 246 215; 947 215 21; 948 21 31; 949 31 22; 950 22 37; 951 37 23; 952 23 34
274. 953 34 21; 954 31 34; 955 34 37; 956 59 64; 957 64 61; 958 61 65; 959 65 72
275. 960 72 63; 961 63 59; 962 75 65; 963 71 63; 964 71 64; 965 74 65; 966 75 64
276. 967 74 63; 968 63 64; 969 64 65; 970 60 72; 971 73 59; 972 73 61; 973 62 72
277. 974 60 59; 975 60 402; 976 402 416; 977 416 400; 978 400 414; 979 414 421
278. 980 421 399; 981 399 415; 982 415 401; 983 401 417; 984 417 59; 985 414 398
279. 986 398 412; 987 412 396; 988 396 410; 989 410 425; 990 425 395; 991 395 411
280. 992 411 397; 993 397 413; 994 413 399; 995 410 394; 996 394 408; 997 408 392
281. 998 392 406; 999 406 429; 1000 429 391; 1001 391 407; 1002 407 393
282. 1003 393 409; 1004 409 395; 1005 406 390; 1006 390 404; 1007 404 388
283. 1008 388 123; 1009 11 403; 1010 403 389; 1011 389 405; 1012 405 391
284. 1013 122 259; 1014 259 273; 1015 273 257; 1016 257 271; 1017 271 278
285. 1018 278 256; 1019 256 272; 1020 272 258; 1021 258 274; 1022 274 121
286. 1023 271 255; 1024 255 269; 1025 269 253; 1026 253 267; 1027 267 282
287. 1028 282 252; 1029 252 268; 1030 268 254; 1031 254 270; 1032 270 256
288. 1033 267 251; 1034 251 265; 1035 265 249; 1036 249 263; 1037 263 286
289. 1038 286 248; 1039 248 264; 1040 264 250; 1041 250 266; 1042 266 252
290. 1043 263 247; 1044 247 261; 1045 261 245; 1046 245 33; 1048 248 262
291. 1049 262 246; 1050 246 260; 1051 260 21; 1052 33 21; 1053 32 31; 1054 65 78
292. 1055 78 67; 1056 67 84; 1057 84 69; 1058 69 87; 1059 69 67; 1060 67 65
293. 1061 62 76; 1062 76 80; 1063 80 82; 1064 82 86; 1065 86 85; 1066 85 82
294. 1067 82 76; 1068 76 61; 1069 65 76; 1070 76 67; 1071 67 82; 1072 82 69
295. 1073 69 85; 1074 39 24; 1075 24 45; 1076 45 26; 1077 26 51; 1078 51 27
296. 1079 23 24; 1080 24 26; 1081 26 27; 1082 39 22; 1083 22 33; 1084 36 21
297. 1085 36 23; 1086 32 34; 1087 34 38; 1088 38 37; 1089 35 37; 1090 35 31
298. 1091 37 41; 1092 41 43; 1093 43 47; 1094 47 49; 1095 37 43; 1096 43 49
299. 1097 50 49; 1098 37 24; 1099 24 43; 1100 43 26; 1101 26 49; 1102 49 27
300. 1103 123 12; 1104 12 129; 1105 126 13; 1106 126 11; 1107 13 132; 1108 132 15
301. 1109 15 138; 1110 138 17; 1111 17 141; 1112 13 15; 1113 15 17; 1114 128 130
302. 1115 130 134; 1116 134 136; 1117 136 140; 1118 140 139; 1119 139 136
303. 1120 136 130; 1121 130 127; 1122 13 130; 1123 130 15; 1124 15 136; 1125 136 17
304. 1126 17 139; 1127 87 90; 1128 90 430; 1129 430 69; 1130 89 86; 1131 89 88
305. 1132 88 85; 1133 88 430; 1134 89 90; 1135 90 70; 1136 70 430; 1137 70 88
306. 1138 70 89; 1139 141 436; 1140 436 142; 1141 142 17; 1142 140 432
307. 1143 432 436; 1144 432 431; 1145 431 142; 1146 431 139; 1147 436 18
308. 1148 18 142; 1149 432 18; 1150 18 431; 1151 51 54; 1152 54 143; 1153 143 27
309. 1154 53 50; 1155 53 54; 1156 53 52; 1157 52 143; 1158 52 49; 1159 54 28
310. 1160 28 143; 1161 28 52; 1162 28 53; 1163 87 89; 1164 89 85; 1165 85 430
311. 1166 430 87; 1167 141 432; 1168 432 139; 1169 139 142; 1170 142 141
312. 1171 51 53; 1172 53 49; 1173 49 143; 1174 143 51; 1175 348 346; 1176 346 347
313. 1177 347 349; 1178 349 348; 1179 348 347; 1180 420 418; 1181 418 419
314. 1182 419 421; 1183 421 420; 1184 420 419; 1185 352 350; 1186 350 351
315. 1187 351 353; 1188 353 352; 1189 352 351; 1190 424 422; 1191 422 423
316. 1192 423 425; 1193 425 424; 1194 424 423; 1195 356 354; 1196 354 355
317. 1197 355 357; 1198 357 356; 1199 356 355; 1200 428 426; 1201 426 427
318. 1202 427 429; 1203 429 428; 1204 428 427; 1205 205 203; 1206 203 204
STAAD SPACE -- PAGE NO. 7

319. 1207 204 206; 1208 206 205; 1209 205 204; 1210 277 275; 1211 275 276
320. 1212 276 278; 1213 278 277; 1214 277 276; 1215 281 279; 1216 279 280
321. 1217 280 282; 1218 282 281; 1219 281 280; 1220 209 207; 1221 207 208
322. 1222 208 210; 1223 210 209; 1224 209 208; 1225 213 211; 1226 211 212
323. 1227 212 214; 1228 214 213; 1229 213 212; 1230 285 283; 1231 283 284
324. 1232 284 286; 1233 286 285; 1234 285 284; 1235 91 95; 1236 95 97; 1237 98 94
325. 1238 94 92; 1239 121 125; 1240 125 127; 1241 128 124; 1242 124 122
326. 1243 437 299; 1244 439 314; 1245 441 329; 1246 442 344; 1247 438 437
327. 1248 440 439; 1249 441 443; 1250 442 444; 1251 445 144; 1252 446 159
328. 1253 447 188; 1254 448 173; 1255 445 449; 1256 446 450; 1257 447 451
329. 1258 448 452
330. DEFINE MATERIAL START
331. ISOTROPIC STEEL
332. E 2.05E+008
333. POISSON 0.3
334. DENSITY 76.8195
335. ALPHA 1.2E-005
336. DAMP 0.03
337. TYPE STEEL
338. STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
339. ISOTROPIC S355J0
340. E 2.1E+008
341. POISSON 0.3
342. DENSITY 76.819
343. ALPHA 1.2E-005
344. DAMP 0.03
345. G 7.8846E+006
346. TYPE STEEL
347. STRENGTH FY 355000 FU 630000 RY 1.5 RT 1.1
348. ISOTROPIC S275JR
349. E 2.1E+008
350. POISSON 0.3
351. DENSITY 76.819
352. ALPHA 1.2E-005
353. DAMP 0.03
354. G 7.8846E+006
355. TYPE STEEL
356. STRENGTH FY 275000 FU 530000 RY 1.5 RT 1.1
357. END DEFINE MATERIAL
358. MEMBER PROPERTY EUROPEAN
359. 1 TO 70 101 110 149 TO 152 163 TO 170 181 TO 188 199 TO 210 219 TO 226 237 -
360. 238 TO 244 255 TO 262 273 TO 280 469 488 502 515 528 TO 539 542 TO 545 564 -
361. 565 TO 571 582 TO 590 593 TO 596 599 TO 602 621 TO 628 639 TO 650 653 TO 656 -
362. 665 676 TO 679 690 TO 693 704 TO 712 721 726 TO 730 747 TO 750 761 TO 764 -
363. 769 774 TO 778 781 796 799 840 TO 843 854 TO 857 868 TO 875 892 TO 895 906 -
364. 907 TO 909 920 TO 923 934 TO 937 948 951 958 961 TO 963 974 1052 1053 1088 -
365. 1243 TO 1246 1251 TO 1254 TABLE ST L80X80X6
366. 71 TO 78 81 TO 88 91 TO 98 102 TO 109 111 TO 118 121 TO 124 127 TO 134 137 -
367. 138 TO 148 155 TO 162 171 TO 178 191 TO 198 211 TO 218 229 TO 236 247 TO 254 -
368. 265 TO 272 281 TO 292 295 TO 302 305 TO 312 315 TO 322 325 TO 328 -
369. 331 TO 334 337 TO 344 347 TO 354 357 TO 368 373 TO 376 379 TO 386 -
370. 389 TO 396 399 TO 406 409 TO 412 419 TO 422 425 TO 432 435 TO 442 -
371. 445 TO 456 480 TO 487 507 TO 514 518 TO 521 524 TO 527 546 TO 557 -
372. 560 TO 563 572 TO 575 578 TO 581 603 TO 614 617 TO 620 629 TO 632 -
373. 635 TO 638 657 TO 664 666 TO 669 672 TO 675 680 TO 683 686 TO 689 -
374. 694 TO 697 700 TO 703 713 TO 720 722 TO 725 731 TO 734 737 TO 740 -
STAAD SPACE -- PAGE NO. 8

375. 743 TO 746 751 TO 754 757 TO 760 765 TO 768 770 TO 773 786 TO 789 -
376. 804 TO 807 818 TO 821 830 TO 833 836 TO 839 844 TO 847 850 TO 853 -
377. 858 TO 861 864 TO 867 878 TO 885 898 TO 905 910 TO 913 916 TO 919 -
378. 926 TO 933 940 TO 947 975 TO 978 981 TO 988 991 TO 998 1001 TO 1016 1019 -
379. 1020 TO 1026 1029 TO 1036 1039 TO 1046 1048 TO 1051 1069 TO 1072 1098 TO 1101 -
380. 1122 TO 1125 1128 1131 1133 1134 1140 1143 TO 1145 1152 1155 TO 1157 1163 -
381. 1164 TO 1234 TABLE ST L45X45X4
382. 79 80 89 90 99 100 119 120 125 126 135 136 153 154 179 180 189 190 227 228 -
383. 245 246 263 264 293 294 303 304 313 314 335 336 345 346 355 356 369 TO 372 -
384. 377 378 387 388 397 398 413 TO 416 423 424 433 434 443 444 457 TO 460 522 -
385. 523 540 541 558 559 597 598 615 616 633 634 670 671 684 685 698 699 735 736 -
386. 741 742 755 756 779 780 782 783 797 798 800 801 814 TO 817 834 835 848 849 -
387. 862 863 888 TO 891 896 897 914 915 924 925 949 950 952 953 956 957 959 960 -
388. 964 TO 967 970 TO 973 979 980 989 990 999 1000 1017 1018 1027 1028 1037 1038 -
389. 1082 TO 1087 1089 1090 1103 TO 1106 1235 TO 1242 TABLE ST L60X60X4.5
390. 461 TO 468 494 TO 501 790 808 822 1054 TO 1058 1061 TO 1065 1073 TO 1078 1091 -
391. 1092 TO 1094 1097 1102 1107 TO 1111 1114 TO 1118 1126 TABLE ST L50X50X4
392. 323 324 329 330 407 408 417 418 471 TO 479 489 TO 493 503 TO 506 516 517 576 -
393. 577 591 592 651 652 784 785 791 TO 795 802 803 809 TO 813 823 TO 829 876 -
394. 877 886 887 938 939 954 955 968 969 1059 1060 1066 TO 1068 1079 TO 1081 1095 -
395. 1096 1112 1113 1119 TO 1121 TABLE ST L100X100X8
396. 1127 1129 1130 1132 1135 TO 1139 1141 1142 1146 TO 1151 1153 1154 -
397. 1158 TO 1162 TABLE ST L60X60X6
398. MEMBER PROPERTY AMERICAN
399. 1247 TO 1250 1255 TO 1258 TABLE ST PIPX30
400. CONSTANTS
401. MATERIAL S275JR MEMB 71 TO 78 81 TO 88 91 TO 98 102 TO 109 111 TO 118 121 -
402. 122 TO 124 127 TO 134 137 TO 148 155 TO 162 171 TO 178 191 TO 198 211 TO 218 -
403. 229 TO 236 247 TO 254 265 TO 272 281 TO 292 295 TO 302 305 TO 312 -
404. 315 TO 322 325 TO 328 331 TO 334 337 TO 344 347 TO 354 357 TO 368 -
405. 373 TO 376 379 TO 386 389 TO 396 399 TO 406 409 TO 412 419 TO 422 -
406. 425 TO 432 435 TO 442 445 TO 456 480 TO 487 507 TO 514 518 TO 521 -
407. 524 TO 527 546 TO 557 560 TO 563 572 TO 575 578 TO 581 603 TO 614 -
408. 617 TO 620 629 TO 632 635 TO 638 657 TO 664 666 TO 669 672 TO 675 -
409. 680 TO 683 686 TO 689 694 TO 697 700 TO 703 713 TO 720 722 TO 725 -
410. 731 TO 734 737 TO 740 743 TO 746 751 TO 754 757 TO 760 765 TO 768 -
411. 770 TO 773 786 TO 789 804 TO 807 818 TO 821 830 TO 833 836 TO 839 -
412. 844 TO 847 850 TO 853 858 TO 861 864 TO 867 878 TO 885 898 TO 905 -
413. 910 TO 913 916 TO 919 926 TO 933 940 TO 947 975 TO 978 981 TO 988 -
414. 991 TO 998 1001 TO 1016 1019 TO 1026 1029 TO 1036 1039 TO 1046 1048 TO 1051 -
415. 1069 TO 1072 1098 TO 1101 1122 TO 1125 1128 1131 1133 1134 1140 1143 TO 1145 -
416. 1152 1155 TO 1157 1163 TO 1234
417. MATERIAL S355J0 MEMB 1 TO 70 79 80 89 90 99 TO 101 110 119 120 125 126 135 -
418. 136 149 TO 154 163 TO 170 179 TO 190 199 TO 210 219 TO 228 237 TO 246 255 -
419. 256 TO 264 273 TO 280 293 294 303 304 313 314 323 324 329 330 335 336 345 -
420. 346 355 356 369 TO 372 377 378 387 388 397 398 407 408 413 TO 418 423 424 -
421. 433 434 443 444 457 TO 469 471 TO 479 488 TO 506 515 TO 517 522 523 -
422. 528 TO 545 558 559 564 TO 571 576 577 582 TO 602 615 616 621 TO 628 633 634 -
423. 639 TO 656 665 670 671 676 TO 679 684 685 690 TO 693 698 699 704 TO 712 721 -
424. 726 TO 730 735 736 741 742 747 TO 750 755 756 761 TO 764 769 774 TO 785 790 -
425. 791 TO 803 808 TO 817 822 TO 829 834 835 840 TO 843 848 849 854 TO 857 862 -
426. 863 868 TO 877 886 TO 897 906 TO 909 914 915 920 TO 925 934 TO 939 -
427. 948 TO 974 979 980 989 990 999 1000 1017 1018 1027 1028 1037 1038 -
428. 1052 TO 1068 1073 TO 1097 1102 TO 1121 1126 1127 1129 1130 1132 1135 TO 1139 -
429. 1141 1142 1146 TO 1151 1153 1154 1158 TO 1162 1235 TO 1246 1251 TO 1254
430. SUPPORTS
STAAD SPACE -- PAGE NO. 9

431. 19 TO 21 29 TO 33 55 TO 60 63 71 438 440 443 444 449 TO 452 FIXED
432. MEMBER RELEASE
433. 289 TO 292 295 TO 302 305 TO 312 315 TO 322 325 TO 328 331 TO 334 337 TO 344 -
434. 347 TO 354 357 TO 376 379 TO 386 389 TO 396 399 TO 406 409 TO 416 -
435. 419 TO 422 425 TO 432 435 TO 442 445 TO 456 480 TO 487 507 TO 514 -
436. 518 TO 521 524 TO 527 546 TO 557 560 TO 563 572 TO 575 578 TO 581 -
437. 603 TO 614 617 TO 620 629 TO 632 635 TO 638 657 TO 664 779 780 782 783 786 -
438. 787 TO 789 797 798 800 801 804 TO 807 814 TO 821 830 TO 833 836 TO 839 844 -
439. 845 TO 847 850 TO 853 858 TO 861 864 TO 867 878 TO 885 888 TO 891 898 TO 905 -
440. 910 TO 913 916 TO 919 926 TO 933 940 TO 947 949 950 952 953 956 957 959 960 -
441. 1069 TO 1072 1098 TO 1101 1122 TO 1125 1247 1248 START MY MZ
442. 289 TO 292 295 TO 302 305 TO 312 315 TO 322 325 TO 328 331 TO 334 337 TO 344 -
443. 347 TO 354 357 TO 376 379 TO 386 389 TO 396 399 TO 406 409 TO 416 -
444. 419 TO 422 425 TO 432 435 TO 442 445 TO 456 480 TO 487 507 TO 514 -
445. 518 TO 521 524 TO 527 546 TO 557 560 TO 563 572 TO 575 578 TO 581 -
446. 603 TO 614 617 TO 620 629 TO 632 635 TO 638 657 TO 664 779 780 782 783 786 -
447. 787 TO 789 797 798 800 801 804 TO 807 814 TO 821 830 TO 833 836 TO 839 844 -
448. 845 TO 847 850 TO 853 858 TO 861 864 TO 867 878 TO 885 888 TO 891 898 TO 905 -
449. 910 TO 913 916 TO 919 926 TO 933 940 TO 947 949 950 952 953 956 957 959 960 -
450. 1069 TO 1072 1098 TO 1101 1122 TO 1125 1249 1250 1255 TO 1258 END MY MZ
451. 71 TO 78 81 TO 88 91 TO 98 102 TO 109 111 TO 118 121 TO 124 127 TO 134 137 -
452. 138 TO 148 155 TO 162 171 TO 178 191 TO 198 211 TO 218 229 TO 236 247 TO 254 -
453. 265 TO 272 281 TO 288 666 TO 669 672 TO 675 680 TO 683 686 TO 689 -
454. 694 TO 697 700 TO 703 713 TO 720 722 TO 725 731 TO 734 737 TO 740 -
455. 743 TO 746 751 TO 754 757 TO 760 765 TO 768 770 TO 773 975 TO 978 -
456. 981 TO 988 991 TO 998 1001 TO 1016 1019 TO 1026 1029 TO 1036 1039 TO 1046 -
457. 1048 TO 1051 START MX MZ
458. 71 TO 78 81 TO 88 91 TO 98 102 TO 109 111 TO 118 121 TO 124 127 TO 134 137 -
459. 138 TO 148 155 TO 162 171 TO 178 191 TO 198 211 TO 218 229 TO 236 247 TO 254 -
460. 265 TO 272 281 TO 288 666 TO 669 672 TO 675 680 TO 683 686 TO 689 -
461. 694 TO 697 700 TO 703 713 TO 720 722 TO 725 731 TO 734 737 TO 740 -
462. 743 TO 746 751 TO 754 757 TO 760 765 TO 768 770 TO 773 975 TO 978 -
463. 981 TO 988 991 TO 998 1001 TO 1016 1019 TO 1026 1029 TO 1036 1039 TO 1046 -
464. 1048 TO 1051 END MX MZ
465. 457 TO 468 494 TO 501 964 TO 967 970 TO 973 1054 TO 1057 1061 TO 1064 1074 -
466. 1075 TO 1077 1082 TO 1087 1089 TO 1094 1103 TO 1110 1114 TO 1117 1175 TO 1178 -
467. 1180 TO 1183 1185 TO 1188 1190 TO 1193 1195 TO 1198 1200 TO 1203 -
468. 1205 TO 1208 1210 TO 1213 1215 TO 1218 1220 TO 1223 1225 TO 1228 -
469. 1230 TO 1233 1235 TO 1242 START MX MY
470. 457 TO 468 494 TO 501 964 TO 967 970 TO 973 1054 TO 1057 1061 TO 1064 1074 -
471. 1075 TO 1077 1082 TO 1087 1089 TO 1094 1103 TO 1110 1114 TO 1117 1175 TO 1178 -
472. 1180 TO 1183 1185 TO 1188 1190 TO 1193 1195 TO 1198 1200 TO 1203 -
473. 1205 TO 1208 1210 TO 1213 1215 TO 1218 1220 TO 1223 1225 TO 1228 -
474. 1230 TO 1233 1235 TO 1242 END MX MY
475. DEFINE WIND LOAD

*** NOTE: If any floor diaphragm is present in the model Wind Load definition
should be defined after Floor Diaphragm definition. Otherwise wind
load generation may be unsuccessful during analysis.

476. TYPE 2 WL
477. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
478. ASCE-7-2010:PARAMS 100.000 KMPH 4 3 0 0 0.000 FT 0.000 FT 0.000 FT 1 -
479. 0 40.000 FT 25.000 FT 0.500 FT 0.600 2.000 0.010 -
480. 0 0 0 0 1.222 1.000 1.000 0.850 0 -
481. 0 0 0 0.885 1.600 -0.550
STAAD SPACE -- PAGE NO. 10

482. !> END GENERATED DATA BLOCK
483. INT 0.586842 0.586842 0.599283 0.610606 0.621012 0.63065 0.639635 0.648058 -
484. 0.655991 0.663493 0.670612 0.677389 0.683859 0.690051 0.695989 0.695989 HEIG -
485. 0 4.572 5.15815 5.74431 6.33046 6.91662 7.50277 8.08892 8.67508 -
486. 9.26123 9.84739 10.4335 11.0197 11.6059 12.192 12.192
487. EXP 1 JOINT 1 TO 4 6 8 10 TO 13 15 17 TO 24 26 TO 39 41 43 45 47 49 TO 65 -
488. 67 69 TO 76 78 80 82 84 TO 99 101 103 105 107 109 111 113 115 117 119 121 -
489. 122 TO 130 132 134 136 138 TO 432 434 TO 436
490. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
491. ASCE-7-2010:PARAMS 100.000 MPH 4 1 0 0 0.000 FT 0.000 FT 0.000 FT 1 -
492. 0 13.930 M 26.950 M 0.500 FT 0.600 2.000 0.010 -
493. 0 0 0 0 0.790 1.000 1.000 0.850 0 -
494. 0 0 0 0.839 1.600 -0.550
495. !> END GENERATED DATA BLOCK
496. INT 0.803581 0.803581 0.837863 0.868957 0.897495 0.923929 0.948597 0.971757 -
497. 0.993615 1.01433 1.03404 1.05286 1.07086 1.08815 1.10477 HEIG 0 4.572 -
498. 5.29185 6.01169 6.73154 7.45139 8.17123 8.89108 9.61092 10.3308 -
499. 11.0506 11.7705 12.4903 13.2101 13.93
500. EXP 1 JOINT 1 TO 4 6 8 10 TO 13 15 17 TO 24 26 TO 39 41 43 45 47 49 TO 65 -
501. 67 69 TO 76 78 80 82 84 TO 99 101 103 105 107 109 111 113 115 117 119 121 -
502. 122 TO 130 132 134 136 138 TO 432 434 TO 436
503. LOAD 1 LOADTYPE DEAD TITLE DL
504. SELFWEIGHT Y -1
505. LOAD 3 LOADTYPE LIVE TITLE LL
506. JOINT LOAD
507. 276 280 284 419 423 427 FX 13.23 FY 0.58 FZ 1.12
508. 275 279 283 418 422 426 FY -2.45
509. 204 208 212 347 351 355 FY -3.97 FZ 0.14
510. LOAD 2 LOADTYPE WIND TITLE WL+X
511. WIND LOAD X 1 TYPE 2 OPEN
512. WIND LOAD X -1 TYPE 2 OPEN
513. LOAD 4 LOADTYPE WIND TITLE WL+Z
514. WIND LOAD Z 1 TYPE 2 OPEN
515. WIND LOAD Z -1 TYPE 2 OPEN
516. LOAD COMB 5 1.2DL+1W+LL
517. 2 1.0 4 1.0 3 1.0 1 1.2
518. LOAD COMB 7 DL+W+LL
519. 1 1.0 2 1.0 3 1.0
520. PERFORM ANALYSIS
STAAD SPACE -- PAGE NO. 11

**ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO. 1247


**ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO. 1248


**ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO. 1249


**ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO. 1250


**ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO. 1255


**ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO. 1256


**ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO. 1257


**ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO. 1258

ANALYSIS WILL NOT BE PERFORMED. DATA-CHECK MODE ENTERED.

communities.bentley.com/.../CONNECTION-1.rarcommunities.bentley.com/.../RAM-Connection-Standalone-CE-report.pdfHi, 

I have an existing Column of 200x700 mm, I will connect a IPE 450 on top having 150 KN in tension . 

I tried alot in the program but no reasonable solution came out. 

Attached Connection file and PDF for illustrating . 

communities.bentley.com/.../Roof-Steel-Structure-_2800_1_29002D00_details-2_2E00_.pdf

communities.bentley.com/.../warehouse27.8.19_2D00_10.13.std

Hi,

I accidentally undock the Menu Bar and can't find them. It disappeared!! As I am using dual monitors, I revert back to single monitor and still can't find the menu bar anywhere on my desktop screen.

I have tricked click hundreds of spots in microstran and can't summon back the menu bar.

Thanks.

Adrian

Help please, I'm stuck with this error for hours now.

communities.bentley.com/.../Guardhouse.std

i have calculated wind pressure for my site and now i want to apply it to beams and column without converting pressure into force , is there way to do this?i tried it using area load but it seems like area load is for cases involving slabs.somebody help me please.

i have calculated wind pressure to be applied for different component of my structure, usually  this pressure is converted into force and then applied to members but i wanted to apply that wind pressure directly without calculating the force but didnot know how to do it.can you help me plz..