Dear All,
Greetings of the day!
I have designed a 3D industrial building in STAAD. The problem is that my exterior columns of end wall frame (designed for half bay loading) are coming heavier than the exterior columns of interior frames. The loads on external frame columns are lighter than loads of interior frames columns which is obvious. Can any one help me on this issue please? (Also how can I design connections for this model)
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 28-Sep-17
END JOB INFORMATION
INPUT WIDTH 79
SET NL 100
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0.275 12.2 0; 3 20 13.7 0; 4 39.725 12.2 0; 5 40 0 0;
7 6.667 12.7 0; 8 13.333 13.2 0; 9 33.333 12.7 0; 10 26.667 13.2 0;
11 0 0 6.15; 12 0.275 12.2 6.15; 13 20 13.7 6.15; 14 39.725 12.2 6.15;
15 40 0 6.15; 17 6.667 12.7 6.15; 18 13.333 13.2 6.15; 19 33.333 12.7 6.15;
20 26.667 13.2 6.15; 21 0 0 14.4; 22 0.275 12.2 14.4; 23 20 13.7 14.4;
24 39.725 12.2 14.4; 25 40 0 14.4; 27 6.667 12.7 14.4; 28 13.333 13.2 14.4;
29 33.333 12.7 14.4; 30 26.667 13.2 14.4; 31 0 0 22.65; 32 0.275 12.2 22.65;
33 20 13.7 22.65; 34 39.725 12.2 22.65; 35 40 0 22.65; 37 6.667 12.7 22.65;
38 13.333 13.2 22.65; 39 33.333 12.7 22.65; 40 26.667 13.2 22.65; 41 0 0 30.9;
42 0.275 12.2 30.9; 43 20 13.7 30.9; 44 39.725 12.2 30.9; 45 40 0 30.9;
47 6.667 12.7 30.9; 48 13.333 13.2 30.9; 49 33.333 12.7 30.9;
50 26.667 13.2 30.9; 51 0 0 39.15; 52 0.275 12.2 39.15; 53 20 13.7 39.15;
54 39.725 12.2 39.15; 55 40 0 39.15; 57 6.667 12.7 39.15; 58 13.333 13.2 39.15;
59 33.333 12.7 39.15; 60 26.667 13.2 39.15; 61 0 0 47.4; 62 0.275 12.2 47.4;
63 20 13.7 47.4; 64 39.725 12.2 47.4; 65 40 0 47.4; 67 6.667 12.7 47.4;
68 13.333 13.2 47.4; 69 33.333 12.7 47.4; 70 26.667 13.2 47.4; 71 0 0 55.65;
72 0.275 12.2 55.65; 73 20 13.7 55.65; 74 39.725 12.2 55.65; 75 40 0 55.65;
77 6.667 12.7 55.65; 78 13.333 13.2 55.65; 79 33.333 12.7 55.65;
80 26.667 13.2 55.65; 81 0 0 63.9; 82 0.275 12.2 63.9; 83 20 13.7 63.9;
84 39.725 12.2 63.9; 85 40 0 63.9; 87 6.667 12.7 63.9; 88 13.333 13.2 63.9;
89 33.333 12.7 63.9; 90 26.667 13.2 63.9; 91 0 0 72.15; 92 0.275 12.2 72.15;
93 20 13.7 72.15; 94 39.725 12.2 72.15; 95 40 0 72.15; 97 6.667 12.7 72.15;
98 13.333 13.2 72.15; 99 33.333 12.7 72.15; 100 26.667 13.2 72.15;
101 0 0 80.4; 102 0.275 12.2 80.4; 103 20 13.7 80.4; 104 39.725 12.2 80.4;
105 40 0 80.4; 107 6.667 12.7 80.4; 108 13.333 13.2 80.4; 109 33.333 12.7 80.4;
110 26.667 13.2 80.4; 111 0 0 88.65; 112 0.275 12.2 88.65; 113 20 13.7 88.65;
114 39.725 12.2 88.65; 115 40 0 88.65; 117 6.667 12.7 88.65;
118 13.333 13.2 88.65; 119 33.333 12.7 88.65; 120 26.667 13.2 88.65;
121 0 0 96.9; 122 0.275 12.2 96.9; 123 20 13.7 96.9; 124 39.725 12.2 96.9;
125 40 0 96.9; 127 6.667 12.7 96.9; 128 13.333 13.2 96.9; 129 33.333 12.7 96.9;
130 26.667 13.2 96.9; 131 0 0 105.15; 132 0.275 12.2 105.15;
133 20 13.7 105.15; 134 39.725 12.2 105.15; 135 40 0 105.15;
137 6.667 12.7 105.15; 138 13.333 13.2 105.15; 139 33.333 12.7 105.15;
140 26.667 13.2 105.15; 151 6.667 0 0; 152 13.333 0 0; 153 26.667 0 0;
154 33.33 0 0; 159 20 0 0; 161 20 0 14.4; 162 20 0 22.65; 163 20 0 30.9;
164 20 0 39.15; 165 20 0 47.4; 166 20 0 55.65; 167 20 0 63.9; 168 20 0 72.15;
169 20 0 80.4; 170 20 0 88.65; 171 20 0 96.9; 173 0 0 111.322;
174 0.275 12.2 111.322; 175 20 13.7 111.322; 176 39.725 12.2 111.322;
177 40 0 111.322; 178 6.667 12.7 111.322; 179 13.333 13.2 111.322;
180 33.333 12.7 111.322; 181 26.667 13.2 111.322; 182 6.667 0 111.322;
183 13.333 0 111.322; 184 26.667 0 111.322; 185 33.33 0 111.322;
186 20 0 111.322; 187 20 0 6.15; 188 20 0 105.15;
MEMBER INCIDENCES
1 2 1; 2 4 5; 3 2 7; 4 4 9; 6 7 8; 7 8 3; 8 9 10; 9 10 3; 19 22 21; 20 24 25;
21 22 27; 22 24 29; 24 27 28; 25 28 23; 26 29 30; 27 30 23; 28 32 31; 29 34 35;
30 32 37; 31 34 39; 33 37 38; 34 38 33; 35 39 40; 36 40 33; 37 42 41; 38 44 45;
39 42 47; 40 44 49; 42 47 48; 43 48 43; 44 49 50; 45 50 43; 46 52 51; 47 54 55;
48 52 57; 49 54 59; 51 57 58; 52 58 53; 53 59 60; 54 60 53; 55 62 61; 56 64 65;
57 62 67; 58 64 69; 60 67 68; 61 68 63; 62 69 70; 63 70 63; 64 72 71; 65 74 75;
66 72 77; 67 74 79; 69 77 78; 70 78 73; 71 79 80; 72 80 73; 73 82 81; 74 84 85;
75 82 87; 76 84 89; 78 87 88; 79 88 83; 80 89 90; 81 90 83; 82 92 91; 83 94 95;
84 92 97; 85 94 99; 87 97 98; 88 98 93; 89 99 100; 90 100 93; 91 102 101;
92 104 105; 93 102 107; 94 104 109; 96 107 108; 97 108 103; 98 109 110;
99 110 103; 100 112 111; 101 114 115; 102 112 117; 103 114 119; 105 117 118;
106 118 113; 107 119 120; 108 120 113; 109 122 121; 110 124 125; 111 122 127;
112 124 129; 114 127 128; 115 128 123; 116 129 130; 117 130 123; 136 3 159;
138 23 161; 139 33 162; 140 43 163; 141 53 164; 142 63 165; 143 73 166;
144 83 167; 145 93 168; 146 103 169; 147 113 170; 148 123 171; 151 9 154;
152 10 153; 153 8 152; 154 7 151; 159 2 12; 160 12 22; 161 22 32; 162 32 42;
163 42 52; 164 52 62; 165 62 72; 166 72 82; 167 82 92; 168 92 102; 169 102 112;
170 112 122; 171 122 132; 173 4 14; 174 14 24; 175 24 34; 176 34 44; 177 44 54;
178 54 64; 179 64 74; 180 74 84; 181 84 94; 182 94 104; 183 104 114;
184 114 124; 185 124 134; 187 7 17; 188 17 27; 189 27 37; 190 37 47; 191 47 57;
192 57 67; 193 67 77; 194 77 87; 195 87 97; 196 97 107; 197 107 117;
198 117 127; 199 127 137; 201 10 20; 202 20 30; 203 30 40; 204 40 50;
205 50 60; 206 60 70; 207 70 80; 208 80 90; 209 90 100; 210 100 110;
211 110 120; 212 120 130; 213 130 140; 215 3 13; 216 13 23; 217 23 33;
218 33 43; 219 43 53; 220 53 63; 221 63 73; 222 73 83; 223 83 93; 224 93 103;
225 103 113; 226 113 123; 227 123 133; 229 9 19; 230 19 29; 231 29 39;
232 39 49; 233 49 59; 234 59 69; 235 69 79; 236 79 89; 237 89 99; 238 99 109;
239 109 119; 240 119 129; 241 129 139; 243 8 18; 244 18 28; 245 28 38;
246 38 48; 247 48 58; 248 58 68; 249 68 78; 250 78 88; 251 88 98; 252 98 108;
253 108 118; 254 118 128; 255 128 138; 258 11 2; 259 1 12; 260 12 7; 261 2 17;
262 17 8; 263 7 18; 264 18 3; 265 8 13; 266 13 10; 267 3 20; 268 20 9;
269 10 19; 270 19 4; 271 9 14; 272 14 5; 273 4 15; 290 105 94; 291 95 104;
292 104 99; 293 94 109; 294 109 100; 295 99 110; 296 110 93; 297 100 103;
298 103 98; 299 93 108; 300 108 97; 301 97 102; 302 98 107; 303 107 92;
304 92 101; 305 91 102; 306 55 64; 307 65 54; 308 54 69; 309 64 59; 310 59 70;
311 69 60; 312 60 63; 313 70 53; 314 53 68; 315 63 58; 316 58 67; 317 68 57;
318 57 62; 319 67 52; 320 52 61; 321 51 62; 322 174 173; 323 176 177;
324 174 178; 325 176 180; 326 178 179; 327 179 175; 328 180 181; 329 181 175;
330 175 186; 331 180 185; 332 181 184; 333 179 183; 334 178 182; 335 132 174;
336 137 178; 337 138 179; 338 133 175; 339 140 181; 340 139 180; 341 134 176;
342 173 132; 343 131 174; 344 177 134; 345 135 176; 346 174 137; 347 137 179;
348 179 133; 349 133 181; 350 181 139; 351 139 176; 352 134 180; 353 180 140;
354 140 175; 355 175 138; 356 138 178; 357 178 132; 358 12 11; 359 14 15;
360 12 17; 361 14 19; 362 17 18; 363 18 13; 364 19 20; 365 20 13; 366 13 187;
367 132 131; 368 134 135; 369 132 137; 370 134 139; 371 137 138; 372 138 133;
373 139 140; 374 140 133; 375 133 188;
START GROUP DEFINITION
MEMBER
GEOMETRY
_EXTFRMCOL 1 2 322 323
_INTFRMEXTCOL 19 20 28 29 37 38 46 47 55 56 64 65 73 74 82 83 91 92 100 101 -
109 110 358 359 367 368
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 2 322 323 TAPERED 0.87 0.006 0.32 0.175 0.01
3 4 324 325 TAPERED 0.866 0.006 0.616 0.175 0.008
6 8 326 328 TAPERED 0.612 0.006 0.562 0.15 0.006
7 9 327 329 TAPERED 0.566 0.006 0.516 0.175 0.008
136 330 TAPERED 0.424 0.008 0.424 0.325 0.016
19 20 28 29 37 38 46 47 55 56 64 65 73 74 82 83 91 92 100 101 109 110 358 -
359 367 368 TAPERED 0.816 0.006 0.316 0.2 0.008
21 22 30 31 39 40 48 49 57 58 66 67 75 76 84 85 93 94 102 103 111 112 360 -
361 369 370 TAPERED 0.866 0.006 0.616 0.175 0.008
24 26 33 35 42 44 51 53 60 62 69 71 78 80 87 89 96 98 105 107 114 116 362 -
364 371 373 TAPERED 0.612 0.006 0.612 0.175 0.008
25 27 34 36 43 45 52 54 61 63 70 72 79 81 88 90 97 99 106 108 115 117 363 -
365 372 374 TAPERED 0.62 0.006 0.82 0.225 0.01
138 TO 148 366 375 TAPERED 0.39 0.006 0.39 0.325 0.02
151 154 331 334 TAPERED 0.42 0.006 0.42 0.175 0.008
152 153 332 333 TAPERED 0.42 0.006 0.42 0.175 0.008
MEMBER PROPERTY COLDFORMED INDIAN
258 TO 273 290 TO 321 342 TO 357 PRIS YD 0.02
MEMBER PROPERTY AMERICAN
159 TO 171 173 TO 185 187 TO 199 201 TO 213 215 TO 227 229 TO 241 243 TO 255 -
335 TO 341 TABLE ST TUB1201204
CONSTANTS
BETA 90 MEMB 151 TO 154 331 TO 334
MATERIAL CONCRETE MEMB 258 TO 273 290 TO 321 342 TO 357
MATERIAL STEEL MEMB 1 TO 4 6 TO 9 19 TO 22 24 TO 31 33 TO 40 42 TO 49 -
51 TO 58 60 TO 67 69 TO 76 78 TO 85 87 TO 94 96 TO 103 105 TO 112 -
114 TO 117 136 138 TO 148 151 TO 154 159 TO 171 173 TO 185 187 TO 199 201 -
202 TO 213 215 TO 227 229 TO 241 243 TO 255 322 TO 341 358 TO 375
SUPPORTS
1 5 11 15 21 25 31 35 41 45 51 55 61 65 71 75 81 85 91 95 101 105 111 115 -
121 125 131 135 151 TO 154 159 161 TO 171 173 177 182 TO 188 PINNED
MEMBER RELEASE
151 TO 154 331 TO 334 START MY MZ
159 TO 171 173 TO 185 187 TO 199 201 TO 213 215 TO 227 229 TO 241 243 TO 255 -
335 TO 341 START MPZ 0.995
159 TO 171 173 TO 185 187 TO 199 201 TO 213 215 TO 227 229 TO 241 243 TO 255 -
335 TO 341 END MPZ 0.995
MEMBER OFFSET
1 2 19 20 28 29 37 38 46 47 55 56 64 65 73 74 82 83 91 92 100 101 109 110 -
322 323 358 359 367 368 START 0 -0.437 0
3 21 30 39 48 57 66 75 84 93 102 111 324 360 369 START 0.437 0 0
4 22 31 40 49 58 67 76 85 94 103 112 325 361 370 START -0.437 0 0
151 154 331 334 START 0 -0.308 0
152 153 332 333 START 0 -0.258 0
136 330 START 0 -0.26 0
138 TO 148 366 375 START 0 -0.385 0
*MEMBER TENSION
*258 TO 273 290 TO 321 342 TO 357
DEFINE IBC 2006
SS 0.364 S1 0.13 I 1 RX 3.5 RZ 4.5 SCLASS 4 TL 4
SELFWEIGHT 1
MEMBER WEIGHT
3 4 6 TO 9 324 TO 329 UNI 0.9225
21 22 24 TO 27 30 31 33 TO 36 39 40 42 TO 45 48 49 51 TO 54 57 58 60 TO 63 -
66 67 69 TO 72 75 76 78 TO 81 84 85 87 TO 90 93 94 96 TO 99 102 103 -
105 TO 108 111 112 114 TO 117 360 TO 365 369 TO 374 UNI 2.475
LOAD 1 LOADTYPE Seismic TITLE EQX
IBC LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE EQX'
IBC LOAD X -1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Seismic TITLE EQZ
IBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Seismic TITLE EQZ'
IBC LOAD Z -1
LOAD 5 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
3 4 6 TO 9 324 TO 329 UNI GY -0.615
21 22 24 TO 27 30 31 33 TO 36 39 40 42 TO 45 48 49 51 TO 54 57 58 60 TO 63 -
66 67 69 TO 72 75 76 78 TO 81 84 85 87 TO 90 93 94 96 TO 99 102 103 -
105 TO 108 111 112 114 TO 117 360 TO 365 369 TO 374 UNI GY -1.65
LOAD 6 LOADTYPE Dead TITLE CL
MEMBER LOAD
3 4 6 TO 9 324 TO 329 UNI GY -0.3075
21 22 24 TO 27 30 31 33 TO 36 39 40 42 TO 45 48 49 51 TO 54 57 58 60 TO 63 -
66 67 69 TO 72 75 76 78 TO 81 84 85 87 TO 90 93 94 96 TO 99 102 103 -
105 TO 108 111 112 114 TO 117 360 TO 365 369 TO 374 UNI GY -0.825
LOAD 7 LOADTYPE Live TITLE LL
MEMBER LOAD
3 4 6 TO 9 324 TO 329 UNI GY -1.75
21 22 24 TO 27 30 31 33 TO 36 39 40 42 TO 45 48 49 51 TO 54 57 58 60 TO 63 -
66 67 69 TO 72 75 76 78 TO 81 84 85 87 TO 90 93 94 96 TO 99 102 103 -
105 TO 108 111 112 114 TO 117 360 TO 365 369 TO 374 UNI GY -4.7
LOAD 8 LOADTYPE Wind TITLE WL1
MEMBER LOAD
1 322 UNI GX 1.52 0 9.8
3 6 7 324 326 327 UNI GY 4.43
4 8 9 325 328 329 UNI GY 2.52
2 323 UNI GX 2.17 0 9.8
19 28 37 46 55 64 73 82 91 100 109 358 367 UNI GX 2 0 9.8
21 24 25 30 33 34 39 42 43 48 51 52 57 60 61 66 69 70 75 78 79 84 87 88 93 -
96 97 102 105 106 111 114 115 360 362 363 369 371 372 UNI GY 7.9
22 26 27 31 35 36 40 44 45 49 53 54 58 62 63 67 71 72 76 80 81 85 89 90 94 -
98 99 103 107 108 112 116 117 361 364 365 370 373 374 UNI GY 5
20 29 38 47 56 65 74 83 92 101 110 359 368 UNI GX 4.26 0 9.8
1 2 UNI GZ -2.3 0 9.8
151 154 UNI GZ -4.62 0 10.3
152 153 UNI GZ -4.62 0 10.8
136 UNI GZ -4.62 0 11.3
322 323 UNI GZ 2.3 0 9.8
331 334 UNI GZ 4.62 0 10.3
332 333 UNI GZ 4.62 0 10.8
330 UNI GZ 4.62 0 11.3
LOAD 9 LOADTYPE Wind TITLE WL2
MEMBER LOAD
1 322 UNI GX 2.8 0 9.8
3 6 7 324 326 327 UNI GY 3.15
4 8 9 325 328 329 UNI GY 1.24
2 323 UNI GX 0.88 0 9.8
19 28 37 46 55 64 73 82 91 100 109 358 367 UNI GX 5.26 0 9.8
21 24 25 30 33 34 39 42 43 48 51 52 57 60 61 66 69 70 75 78 79 84 87 88 93 -
96 97 102 105 106 111 114 115 360 362 363 369 371 372 UNI GY 4.62
22 26 27 31 35 36 40 44 45 49 53 54 58 62 63 67 71 72 76 80 81 85 89 90 94 -
98 99 103 107 108 112 116 117 361 364 365 370 373 374 UNI GY 1.72
20 29 38 47 56 65 74 83 92 101 110 359 368 UNI GX 1 0 9.8
1 2 UNI GZ -1 0 9.8
151 154 UNI GZ -2 0 10.3
152 153 UNI GZ -2 0 10.8
136 UNI GZ -2 0 11.3
322 323 UNI GZ 1 0 9.8
331 334 UNI GZ 2 0 10.3
332 333 UNI GZ 2 0 10.8
330 UNI GZ 2 0 11.3
LOAD 10 LOADTYPE Wind TITLE WR1
MEMBER LOAD
1 322 UNI GX 2.17 0 9.8
3 6 7 324 326 327 UNI GY 2.52
4 8 9 325 328 329 UNI GY 4.43
2 323 UNI GX 1.52 0 9.8
19 28 37 46 55 64 73 82 91 100 109 358 367 UNI GX 4.26 0 9.8
21 24 25 30 33 34 39 42 43 48 51 52 57 60 61 66 69 70 75 78 79 84 87 88 93 -
96 97 102 105 106 111 114 115 360 362 363 369 371 372 UNI GY 5
22 26 27 31 35 36 40 44 45 49 53 54 58 62 63 67 71 72 76 80 81 85 89 90 94 -
98 99 103 107 108 112 116 117 361 364 365 370 373 374 UNI GY 7.9
20 29 38 47 56 65 74 83 92 101 110 359 368 UNI GX 2 0 9.8
1 2 UNI GZ -2.3 0 9.8
151 154 UNI GZ -4.62 0 10.3
152 153 UNI GZ -4.62 0 10.8
136 UNI GZ -4.62 0 11.3
322 323 UNI GZ 2.3 0 9.8
331 334 UNI GZ 4.62 0 10.3
332 333 UNI GZ 4.62 0 10.8
330 UNI GZ 4.62 0 11.3
LOAD 11 LOADTYPE Wind TITLE WR2
MEMBER LOAD
1 322 UNI GX 0.88 0 9.8
3 6 7 324 326 327 UNI GY 1.24
4 8 9 325 328 329 UNI GY 3.15
2 323 UNI GX 2.8 0 9.8
19 28 37 46 55 64 73 82 91 100 109 358 367 UNI GX 1 0 9.8
21 24 25 30 33 34 39 42 43 48 51 52 57 60 61 66 69 70 75 78 79 84 87 88 93 -
96 97 102 105 106 111 114 115 360 362 363 369 371 372 UNI GY 1.72
22 26 27 31 35 36 40 44 45 49 53 54 58 62 63 67 71 72 76 80 81 85 89 90 94 -
98 99 103 107 108 112 116 117 361 364 365 370 373 374 UNI GY 4.62
20 29 38 47 56 65 74 83 92 101 110 359 368 UNI GX 5.26 0 9.8
1 2 UNI GZ -1 0 9.8
151 154 UNI GZ -2 0 10.3
152 153 UNI GZ -2 0 10.8
136 UNI GZ -2 0 11.3
322 323 UNI GZ 1 0 9.8
331 334 UNI GZ 2 0 10.3
332 333 UNI GZ 2 0 10.8
330 UNI GZ 2 0 11.3
LOAD 12 LOADTYPE Wind TITLE WLONG1
MEMBER LOAD
1 322 UNI GX -2.23 0 9.8
3 4 324 325 UNI GY 3
6 8 326 328 UNI GY 3 0 1.34
6 8 326 328 UNI GY 3 1.34 6.66
7 9 327 329 UNI GY 3
2 323 UNI GX 2.23 0 9.8
19 28 37 46 55 64 73 82 91 100 109 358 367 UNI GX -5.71 0 9.8
21 22 30 31 39 40 48 49 57 58 66 67 75 76 84 85 93 94 102 103 111 112 360 -
361 369 370 UNI GY 11.34
24 26 33 35 42 44 51 53 60 62 69 71 78 80 87 89 96 98 105 107 114 116 362 -
364 371 373 UNI GY 11.34 0 1.34
24 26 33 35 42 44 51 53 60 62 69 71 78 80 87 89 96 98 105 107 114 116 362 -
364 371 373 UNI GY 7.9 1.34 6.66
25 27 34 36 43 45 52 54 61 63 70 72 79 81 88 90 97 99 106 108 115 117 363 -
365 372 374 UNI GY 7.9
20 29 38 47 56 65 74 83 92 101 110 359 368 UNI GX 5.71 0 9.8
1 2 UNI GZ -3.6 0 9.8
151 154 UNI GZ -7.18 0 10.3
152 153 UNI GZ -7.18 0 10.8
136 UNI GZ -7.18 0 11.3
322 323 UNI GZ 3.6 0 9.8
331 334 UNI GZ 7.18 0 10.3
332 333 UNI GZ 7.18 0 10.8
330 UNI GZ 7.18 0 11.3
LOAD 13 LOADTYPE Wind TITLE WLONG2
MEMBER LOAD
1 322 UNI GX -0.96 0 9.8
3 4 324 325 UNI GY 1.82
6 8 326 328 UNI GY 1.82 0 1.34
6 8 326 328 UNI GY 1.82 1.34 6.666
7 9 327 329 UNI GY 1.82
2 323 UNI GX 0.96 0 9.8
19 28 37 46 55 64 73 82 91 100 109 358 367 UNI GX -2.45 0 9.8
21 22 30 31 39 40 48 49 57 58 66 67 75 76 84 85 93 94 102 103 111 112 360 -
361 369 370 UNI GY 8.07
24 26 33 35 42 44 51 53 60 62 69 71 78 80 87 89 96 98 105 107 114 116 362 -
364 371 373 UNI GY 8.07 0 1.35
24 26 33 35 42 44 51 53 60 62 69 71 78 80 87 89 96 98 105 107 114 116 362 -
364 371 373 UNI GY 4.63 1.35 6.66
25 27 34 36 43 45 52 54 61 63 70 72 79 81 88 90 97 99 106 108 115 117 363 -
365 372 374 UNI GY 4.63
20 29 38 47 56 65 74 83 92 101 110 359 368 UNI GX 2.45 0 9.8
1 2 UNI GZ -3.6 0 9.8
151 154 UNI GZ -7.18 0 10.3
152 153 UNI GZ -7.18 0 10.8
136 UNI GZ -7.18 0 11.3
322 323 UNI GZ 3.6 0 9.8
331 334 UNI GZ 7.18 0 10.3
332 333 UNI GZ 7.18 0 10.8
330 UNI GZ 7.18 0 11.3
PERFORM ANALYSIS
CHANGE
MEMBER TENSION
258 TO 273 290 TO 321 342 TO 357
LOAD 14 COMBINATION LOAD CASE 14
REPEAT LOAD
5 1.0 6 1.0
LOAD 15 COMBINATION LOAD CASE 15
REPEAT LOAD
5 1.0 6 1.0 7 1.0
LOAD 16 COMBINATION LOAD CASE 16
REPEAT LOAD
5 1.0 6 1.0 8 1.0
LOAD 17 COMBINATION LOAD CASE 17
REPEAT LOAD
5 1.0 6 1.0 9 1.0
LOAD 18 COMBINATION LOAD CASE 18
REPEAT LOAD
5 1.0 6 1.0 10 1.0
LOAD 19 COMBINATION LOAD CASE 19
REPEAT LOAD
5 1.0 6 1.0 11 1.0
LOAD 20 COMBINATION LOAD CASE 20
REPEAT LOAD
5 1.0 6 1.0 12 1.0
LOAD 21 COMBINATION LOAD CASE 21
REPEAT LOAD
5 1.0 6 1.0 13 1.0
LOAD 22 COMBINATION LOAD CASE 22
REPEAT LOAD
5 1.0 6 1.0 7 0.75 8 0.75
LOAD 23 COMBINATION LOAD CASE 23
REPEAT LOAD
5 1.0 6 1.0 7 0.75 9 0.75
LOAD 24 COMBINATION LOAD CASE 24
REPEAT LOAD
5 1.0 6 1.0 7 0.75 10 0.75
LOAD 25 COMBINATION LOAD CASE 25
REPEAT LOAD
5 1.0 6 1.0 7 0.75 11 0.75
LOAD 26 COMBINATION LOAD CASE 26
REPEAT LOAD
5 1.0 6 1.0 7 0.75 12 0.75
LOAD 27 COMBINATION LOAD CASE 27
REPEAT LOAD
5 1.0 6 1.0 7 0.75 13 0.75
LOAD 28 COMBINATION LOAD CASE 28
REPEAT LOAD
5 0.6 8 1.0
LOAD 29 COMBINATION LOAD CASE 29
REPEAT LOAD
5 0.6 9 1.0
LOAD 30 COMBINATION LOAD CASE 30
REPEAT LOAD
5 0.6 10 1.0
LOAD 31 COMBINATION LOAD CASE 31
REPEAT LOAD
5 0.6 11 1.0
LOAD 32 COMBINATION LOAD CASE 32
REPEAT LOAD
5 0.6 12 1.0
LOAD 33 COMBINATION LOAD CASE 33
REPEAT LOAD
5 0.6 13 1.0
LOAD 34 COMBINATION LOAD CASE 34
REPEAT LOAD
1 0.7 5 1.0 6 1.0
LOAD 35 COMBINATION LOAD CASE 35
REPEAT LOAD
2 0.7 5 1.0 6 1.0
LOAD 36 COMBINATION LOAD CASE 36
REPEAT LOAD
3 0.7 6 1.0 7 1.0
LOAD 37 COMBINATION LOAD CASE 37
REPEAT LOAD
4 0.7 5 1.0 6 1.0
LOAD 38 COMBINATION LOAD CASE 38
REPEAT LOAD
1 0.525 5 1.0 6 1.0 7 0.75
LOAD 39 COMBINATION LOAD CASE 39
REPEAT LOAD
2 0.525 5 1.0 6 1.0 7 0.75
LOAD 40 COMBINATION LOAD CASE 40
REPEAT LOAD
3 0.525 5 1.0 6 1.0 7 0.75
LOAD 41 COMBINATION LOAD CASE 41
REPEAT LOAD
4 0.525 5 1.0 6 1.0 7 0.75
LOAD 42 COMBINATION LOAD CASE 42
REPEAT LOAD
1 0.7 5 0.6
LOAD 43 COMBINATION LOAD CASE 43
REPEAT LOAD
2 0.7 5 0.6
LOAD 44 COMBINATION LOAD CASE 44
REPEAT LOAD
3 0.7 5 0.6
LOAD 45 COMBINATION LOAD CASE 45
REPEAT LOAD
4 0.7 5 0.6
PERFORM ANALYSIS
CHANGE
PERFORM ANALYSIS PRINT ALL
LOAD LIST ALL
PRINT MEMBER FORCES ALL
PRINT SUPPORT REACTION LIST 1 5 11 15 21 25 31 35 41 45 51 55 61 65 71 75 -
81 85 91 95 101 105 111 115 121 125 131 135 151 TO 154 159 161 TO 171 173 -
177 182 TO 188
PARAMETER 1
CODE AISC UNIFIED 2005
FYLD 345000 ALL
LY 3.2 MEMB 3 4 6 TO 9 21 22 24 TO 27 30 31 33 TO 36 39 40 42 TO 45 48 49 -
51 TO 54 57 58 60 TO 63 66 67 69 TO 72 75 76 78 TO 81 84 85 87 TO 90 93 94 -
96 TO 99 102 103 105 TO 108 111 112 114 TO 117 324 TO 329 360 TO 365 369 -
370 TO 374
LZ 40 MEMB 3 4 6 TO 9 21 22 24 TO 27 30 31 33 TO 36 39 40 42 TO 45 48 49 51 -
52 TO 54 57 58 60 TO 63 66 67 69 TO 72 75 76 78 TO 81 84 85 87 TO 90 93 94 -
96 TO 99 102 103 105 TO 108 111 112 114 TO 117 324 TO 329 360 TO 365 369 -
370 TO 374
LY 2.4 MEMB 1 2 19 20 28 29 37 38 46 47 55 56 64 65 73 74 82 83 91 92 100 -
101 109 110 136 151 TO 154 322 323 330 TO 334 358 359 367 368
MAIN 200 MEMB 1 2 19 20 28 29 37 38 46 47 55 56 64 65 73 74 82 83 91 92 100 -
101 109 110 136 151 TO 154 322 323 330 TO 334 358 359 367 368
METHOD ASD
STP 2 ALL
TMAIN 300 ALL
TRACK 2 ALL
UNB 3.2 MEMB 3 4 6 TO 9 21 22 24 TO 27 30 31 33 TO 36 39 40 42 TO 45 48 49 -
51 TO 54 57 58 60 TO 63 66 67 69 TO 72 75 76 78 TO 81 84 85 87 TO 90 93 94 -
96 TO 99 102 103 105 TO 108 111 112 114 TO 117 324 TO 329 360 TO 365 369 -
370 TO 374
UNT 1.6 MEMB 3 4 6 TO 9 21 22 24 TO 27 30 31 33 TO 36 39 40 42 TO 45 48 49 -
51 TO 54 57 58 60 TO 63 66 67 69 TO 72 75 76 78 TO 81 84 85 87 TO 90 93 94 -
96 TO 99 102 103 105 TO 108 111 112 114 TO 117 324 TO 329 360 TO 365 369 -
370 TO 374
UNB 2.4 MEMB 1 2 19 20 28 29 37 38 46 47 55 56 64 65 73 74 82 83 91 92 100 -
101 109 110 136 151 TO 154 322 323 330 TO 334 358 359 367 368
UNT 2.4 MEMB 1 2 19 20 28 29 37 38 46 47 55 56 64 65 73 74 82 83 91 92 100 -
101 109 110 136 151 TO 154 322 323 330 TO 334 358 359 367 368
CHECK CODE MEMB 1 TO 4 6 TO 9 19 TO 22 24 TO 31 33 TO 40 42 TO 49 51 TO 58 -
60 TO 67 69 TO 76 78 TO 85 87 TO 94 96 TO 103 105 TO 112 114 TO 117 136 138 -
139 TO 148 151 TO 154 322 TO 334 358 TO 375
STEEL MEMBER TAKE OFF LIST 1 TO 4 6 TO 9 19 TO 22 24 TO 31 33 TO 40 -
42 TO 49 51 TO 58 60 TO 67 69 TO 76 78 TO 85 87 TO 94 96 TO 103 105 TO 112 -
114 TO 117 136 138 TO 148 151 TO 154 322 TO 334 358 TO 375
STEEL TAKE OFF LIST 1 TO 4 6 TO 9 19 TO 22 24 TO 31 33 TO 40 42 TO 49 -
51 TO 58 60 TO 67 69 TO 76 78 TO 85 87 TO 94 96 TO 103 105 TO 112 -
114 TO 117 136 138 TO 148 151 TO 154 322 TO 334 358 TO 375
FINISH