Problem in creation of node group

Hello 

I create a staad pro file and run it normally , but when I create a  group of node in my file, it can't not run and "*** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA. " appears

Regards

File without group of node 

STAAD SPACE DXF IMPORT OF SKETCH.DXF
START JOB INFORMATION
ENGINEER DATE 18-Apr-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KN
JOINT COORDINATES
18 8930 1100 -1480; 19 8930 1100 -3.27493e-012; 20 8930 1100 -6280;
21 8930 1100 -4980; 24 5430 1100 -3392; 29 14880 1100 -4980; 30 8930 1100 -950;
31 14880 1100 -950; 32 14880 1100 -5.5707e-012; 33 14880 1100 -6280;
34 14880 1100 -3392; 35 8930 1100 -3392; 36 14880 1100 -2200;
37 8930 1100 -2200; 41 5430 1100 -6280; 42 11580 1100 -4980;
43 11580 1100 -3392; 44 11580 1100 -2200; 45 11580 1100 -950;
50 5430 1100 -1.99136e-012; 52 5430 1100 -1480; 53 5430 1100 -4980;
54 8930 0 -1480; 55 8930 0 -3.27493e-012; 56 8930 0 -6280; 57 8930 0 -4980;
58 5430 0 -3392; 60 14880 0 -5.5707e-012; 61 14880 0 -6280; 62 8930 0 -3392;
63 8930 0 -2200; 64 5430 0 -6280; 65 5430 0 -1.99136e-012; 66 5430 0 -1480;
67 5430 0 -4980; 84 6480 0 -6280; 85 4380 0 -6280; 86 5430 0 -7080;
87 6480 0 -7080; 88 4380 0 -7080; 89 5430 0 -5480; 90 6480 0 -5480;
91 4380 0 -5480; 92 6480 0 0; 93 4380 0 0; 94 5430 0 -800; 95 6480 0 -800;
96 4380 0 -800; 97 5430 0 800; 98 6480 0 800; 99 4380 0 800; 100 9980 0 -6280;
101 7880 0 -6280; 102 8930 0 -7080; 103 9980 0 -7080; 104 7880 0 -7080;
105 8930 0 -5480; 106 9980 0 -5480; 107 7880 0 -5480; 108 9980 0 0;
109 7880 0 0; 110 8930 0 -800; 111 9980 0 -800; 112 7880 0 -800;
113 8930 0 800; 114 9980 0 800; 115 7880 0 800; 116 15680 0 -6280;
117 14080 0 -6280; 118 14880 0 -7330; 119 15680 0 -7330; 120 14080 0 -7330;
121 14880 0 -5230; 122 15680 0 -5230; 123 14080 0 -5230; 124 15680 0 0;
125 14080 0 0; 126 14880 0 -1050; 127 15680 0 -1050; 128 14080 0 -1050;
129 14880 0 1050; 130 15680 0 1050; 131 14080 0 1050; 133 5430 0 -2200;
134 4980 0 -1480; 135 4980 0 -4980; 136 8930 0 -1030; 137 5430 0 -1030;
138 4980 0 -1030; 139 8930 0 -5430; 140 5430 0 -5430; 141 4980 0 -5430;
142 9380 0 -1480; 143 9380 0 -4980; 144 9380 0 -3392; 145 9380 0 -2200;
146 9380 0 -1030; 147 9380 0 -5430; 148 4980 0 -3392; 149 4980 0 -2200;
150 7180 0 -1480; 151 7180 0 -2200; 152 7180 0 -1030; 153 7180 0 -4980;
154 7180 0 -5430; 155 7180 0 -3392; 156 16380 1100 -5.5707e-012;
157 16380 1100 -950; 158 16380 1100 -4980; 159 16380 1100 -6280;
160 16380 1100 -2200; 161 16380 1100 -3392; 167 7180 1100 -4980;
171 6530 0 -3230; 172 7830 0 -3230; 173 7180 0 -2395; 174 5430 0 -2395;
175 8930 0 -2395; 176 9380 0 -2395; 177 4980 0 -2395; 178 6530 0 -1480;
179 6530 0 -2200; 180 6530 0 -1030; 181 6530 0 -4980; 182 6530 0 -5430;
183 6530 0 -3392; 184 6530 0 -2395; 185 7830 0 -1480; 186 7830 0 -2200;
187 7830 0 -1030; 188 7830 0 -4980; 189 7830 0 -5430; 190 7830 0 -3392;
191 7830 0 -2395; 192 6530 0 -4065; 193 5430 0 -4065; 194 7180 0 -4065;
195 7830 0 -4065; 196 8930 0 -4065; 197 9380 0 -4065; 198 4980 0 -4065;
200 5430 0 -3230; 201 7180 0 -3230; 203 8930 0 -3230; 204 9380 0 -3230;
205 4980 0 -3230; 206 14360 1100 -4980; 207 14360 1100 -3392;
208 7830 1100 -4980; 209 6530 1100 -4980; 210 8930 1100 -4065;
211 8930 1100 -2395; 212 8930 1100 -3230; 213 7180 1100 -1480;
214 7830 1100 -1480; 215 6530 1100 -1480; 216 5430 1100 -2200;
217 5430 1100 -4065; 218 5430 1100 -2395; 219 5430 1100 -3230;
220 3850 1100 -6280; 221 3850 1100 -1.99136e-012; 222 3850 1100 -1480;
223 3850 1100 -4980; 224 8930 500 -1480; 225 8930 500 -4980;
226 5430 500 -3392; 227 8930 500 -3392; 228 8930 500 -2200; 229 5430 500 -1480;
230 5430 500 -4980; 231 7180 500 -4980; 232 7830 500 -4980; 233 6530 500 -4980;
234 8930 500 -4065; 235 8930 500 -2395; 236 8930 500 -3230; 237 7180 500 -1480;
238 7830 500 -1480; 239 6530 500 -1480; 240 5430 500 -2200; 241 5430 500 -4065;
242 5430 500 -2395; 243 5430 500 -3230; 244 5430 500 -6280; 245 8930 500 -6280;
246 14880 500 -6280; 247 14880 500 -5.5707e-012; 248 8930 500 -3.27493e-012;
249 5430 500 -1.99136e-012;
MEMBER INCIDENCES
10 19 30; 15 21 42; 16 30 45; 23 42 43; 24 44 45; 25 41 53; 26 20 33; 27 41 20;
33 19 32; 34 21 20; 42 30 18; 49 42 206; 52 45 31; 53 50 19; 60 37 44;
61 44 36; 62 35 43; 63 43 207; 65 19 248; 66 20 245; 67 21 225; 70 32 247;
71 33 246; 73 37 228; 74 41 244; 75 50 249; 76 52 229; 77 53 230; 140 29 33;
141 31 36; 142 34 29; 143 36 34; 258 52 50; 266 32 31; 267 18 224; 270 191 172;
271 172 190; 272 184 171; 273 171 183; 274 206 29; 275 207 34; 276 183 192;
277 190 195; 289 35 227; 308 41 220; 309 53 223; 310 52 222; 311 50 221;
312 221 222; 313 222 223; 314 223 220; 355 244 64; 356 245 56; 357 246 61;
358 247 60; 359 248 55; 360 249 65; 361 230 67; 362 229 66; 363 225 57;
364 227 62; 365 228 63; 366 224 54;
ELEMENT INCIDENCES SHELL
86 85 91 89 64; 87 89 90 84 64; 88 88 85 64 86; 89 64 84 87 86; 90 93 99 97 65;
91 97 98 92 65; 92 96 93 65 94; 93 65 92 95 94; 94 101 107 105 56;
95 105 106 100 56; 96 104 101 56 102; 97 56 100 103 102; 98 109 115 113 55;
99 113 114 108 55; 100 112 109 55 110; 101 55 108 111 110; 102 117 123 121 61;
103 121 122 116 61; 104 120 117 61 118; 105 61 116 119 118; 106 125 131 129 60;
107 129 130 124 60; 108 128 125 60 126; 109 60 124 127 126; 115 138 137 66 134;
117 136 146 142 54; 118 63 54 142 145; 121 139 57 143 147; 123 149 134 66 133;
167 50 19 18 52; 168 19 32 31 30; 169 30 45 44 37; 170 37 36 34 35;
171 35 43 42 21; 172 21 29 33 20; 173 29 158 159 33; 174 34 161 158 29;
175 36 160 161 34; 176 31 157 160 36; 177 32 156 157 31; 178 53 21 20 41;
203 175 63 145 176; 205 177 149 133 174; 206 66 178 179 133;
207 178 150 151 179; 208 137 180 178 66; 209 180 152 150 178;
211 181 153 154 182; 215 133 179 184 174; 216 179 151 173 184;
219 150 185 186 151; 220 185 54 63 186; 221 152 187 185 150;
222 187 136 54 185; 223 153 188 189 154; 224 188 57 139 189;
228 151 186 191 173; 229 186 63 175 191; 232 58 183 192 193;
233 193 192 181 67; 234 183 155 194 192; 235 192 194 153 181;
236 155 190 195 194; 237 194 195 188 153; 238 190 62 196 195;
239 195 196 57 188; 240 57 196 197 143; 241 196 62 144 197; 242 135 198 193 67;
243 198 148 58 193; 244 174 184 171 200; 245 200 171 183 58;
246 184 173 201 171; 247 171 201 155 183; 248 173 191 172 201;
249 201 172 190 155; 250 191 175 203 172; 251 172 203 62 190;
252 62 203 204 144; 253 203 175 176 204; 254 148 205 200 58;
255 205 177 174 200; 268 67 181 182 140; 269 135 67 140 141; 305 220 41 53 223;
306 223 53 52 222; 307 222 52 50 221; 315 53 217 241 230; 316 217 24 226 241;
317 24 219 243 226; 318 219 218 242 243; 319 218 216 240 242;
320 216 52 229 240; 321 230 241 193 67; 322 241 226 58 193; 323 226 243 200 58;
324 243 242 174 200; 325 242 240 133 174; 326 240 229 66 133;
327 21 210 234 225; 328 225 234 196 57; 329 210 35 227 234; 330 234 227 62 196;
331 35 212 236 227; 332 227 236 203 62; 333 212 211 235 236;
334 236 235 175 203; 335 211 37 228 235; 336 235 228 63 175; 337 37 18 224 228;
338 228 224 54 63; 339 53 209 233 230; 340 209 167 231 233;
341 167 208 232 231; 342 208 21 225 232; 343 230 233 181 67;
344 233 231 153 181; 345 231 232 188 153; 346 232 225 57 188;
347 18 214 238 224; 348 224 238 185 54; 349 214 213 237 238;
350 213 215 239 237; 351 238 237 150 185; 352 237 239 178 150;
353 215 52 229 239; 354 239 229 66 178;
ELEMENT PROPERTY
167 TO 178 305 TO 307 THICKNESS 120
315 TO 354 THICKNESS 300
115 117 118 121 123 203 205 TO 209 211 215 216 219 TO 224 228 229 232 TO 255 -
268 269 THICKNESS 400
86 TO 109 THICKNESS 500
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 21.7185
POISSON 0.17
DENSITY 2.35616e-008
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
65 66 70 71 74 75 355 TO 360 PRIS YD 400 ZD 400
67 73 76 77 267 289 361 TO 366 PRIS YD 300 ZD 300
UNIT METER KN
MEMBER PROPERTY AMERICAN
26 27 33 53 140 TO 143 266 PRIS YD 0.5 ZD 0.3
15 16 49 52 60 TO 63 274 275 PRIS YD 0.45 ZD 0.3
23 24 PRIS YD 0.3 ZD 0.2
10 25 34 42 258 308 TO 311 PRIS YD 0.4 ZD 0.3
MEMBER PROPERTY AMERICAN
270 TO 273 276 277 PRIS YD 1.1 ZD 0.3
MEMBER PROPERTY AMERICAN
312 TO 314 PRIS YD 0.4 ZD 0.2
UNIT MMS KN
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
86 TO 109 PLATE MAT DIRECT Y SUBGRADE 2.43e-006 PRINT
115 117 118 121 123 203 205 TO 209 211 215 216 219 TO 224 228 229 232 TO 255 -
268 269 PLATE MAT DIRECT Y SUBGRADE 3.18e-006 PRINT
UNIT METER KN
MEMBER OFFSET
10 15 16 23 TO 27 33 34 42 49 52 53 60 TO 63 140 TO 143 258 266 START 0 -0.25 0
10 15 16 23 TO 27 33 34 42 52 53 60 TO 62 140 TO 143 258 266 274 -
275 END 0 -0.25 0
270 TO 273 276 277 START 0 0.55 0
270 TO 273 276 277 END 0 0.55 0
49 END 0 -0.25 0
274 START 0 -0.25 0
63 END 0 -0.25 0
275 START 0 -0.25 0
308 TO 314 START 0 -0.25 0
308 TO 314 END 0 -0.25 0
UNIT MMS KN
LOAD 1 LOADTYPE Dead TITLE DEAD LOAD
UNIT METER KN
MEMBER LOAD
49 63 UNI GY -6.7
ELEMENT LOAD
206 207 215 216 219 220 228 229 232 TO 239 244 TO 251 PR GY -7.8
MEMBER LOAD
52 61 UNI GY -2.7
MEMBER LOAD
270 TO 273 276 277 UNI GY -21.4
JOINT LOAD
210 213 219 FY -1.37
ELEMENT LOAD
86 TO 109 115 117 118 121 123 203 205 208 209 211 221 TO 224 240 TO 243 252 -
253 TO 255 268 269 PR GY -6
SELFWEIGHT Y -1 LIST 10 15 16 23 TO 27 33 34 42 49 52 53 60 TO 63 65 TO 67 -
70 71 73 TO 77 86 TO 109 115 117 118 121 123 140 TO 143 167 TO 178 203 205 -
206 TO 209 211 215 216 219 TO 224 228 229 232 TO 255 258 266 TO 277 289 305 -
306 TO 366
UNIT MMS KN
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LIVE LOAD
UNIT METER KN
ELEMENT LOAD
167 TO 178 305 TO 307 PR GY -2.4
206 207 215 216 219 220 228 229 232 TO 239 244 TO 251 PR GY -3.58
UNIT MMS KN
LOAD 3 LOADTYPE Wind TITLE GX1
UNIT METER KN
MEMBER LOAD
140 TO 143 266 UNI GX 0.333
312 TO 314 UNI GX 0.3552
49 63 UNI GX 1.0288
52 61 UNI GX 0.6652
270 TO 273 276 277 UNI GX 2.1546
ELEMENT LOAD
315 TO 320 PR GX 0.888
327 329 331 333 335 337 PR GX 0.666
MEMBER LOAD
65 66 70 71 74 75 UNI GX 0.6216
UNIT MMS KN
LOAD 4 LOADTYPE Wind TITLE GX2
UNIT METER KN
MEMBER LOAD
140 TO 143 266 UNI GX -0.444
312 TO 314 UNI GX -0.2664
49 63 UNI GX -1.0288
52 61 UNI GX -0.6652
270 TO 273 276 277 UNI GX -2.1546
ELEMENT LOAD
327 329 331 333 335 337 PR GX -0.888
315 TO 320 PR GX -0.666
MEMBER LOAD
65 66 70 71 74 75 UNI GX -0.6216
UNIT MMS KN
LOAD 5 LOADTYPE Wind TITLE GZ1
UNIT METER KN
MEMBER LOAD
26 27 308 UNI GZ 0.444
33 53 311 UNI GZ 0.333
49 63 UNI GZ 1.8011
52 61 UNI GZ 1.756
270 TO 273 276 277 UNI GZ 3.5018
ELEMENT LOAD
339 TO 342 PR GZ 0.888
347 349 350 353 PR GZ 0.666
MEMBER LOAD
65 66 70 71 74 75 UNI GZ 0.6216
UNIT MMS KN
LOAD 6 LOADTYPE Wind TITLE GZ2
UNIT METER KN
MEMBER LOAD
33 53 311 UNI GZ -0.444
26 27 308 UNI GZ -0.333
49 63 UNI GZ -1.8011
52 61 UNI GZ -1.756
270 TO 273 276 277 UNI GZ -3.5018
ELEMENT LOAD
347 349 350 353 PR GZ -0.888
339 TO 342 PR GZ -0.666
MEMBER LOAD
65 66 70 71 74 75 UNI GZ -0.6216
UNIT MMS KN
LOAD COMB 7 TH1
1 1.0 2 1.0
LOAD COMB 8 TH2
1 1.0 3 1.0
LOAD COMB 9 TH3
1 1.0 4 1.0
LOAD COMB 10 TH4
1 1.0 5 1.0
LOAD COMB 11 TH5
1 1.0 6 1.0
LOAD COMB 12 TH6
1 1.0 3 0.9 2 0.9
LOAD COMB 13 TH7
1 1.0 4 0.9 2 0.9
LOAD COMB 14 TH8
1 1.0 5 0.9 2 0.9
LOAD COMB 15 TH9
1 1.0 6 0.9 2 0.9
LOAD COMB 16 TH21
1 0.91 2 0.77
LOAD COMB 17 TH22
1 0.91 3 0.83
LOAD COMB 18 TH23
1 0.91 4 0.83
LOAD COMB 19 TH24
1 0.91 5 0.83
LOAD COMB 20 TH25
1 0.91 6 0.83
LOAD COMB 21 TH26
1 0.91 3 0.75 2 0.69
LOAD COMB 22 TH27
1 0.91 4 0.75 2 0.69
LOAD COMB 23 TH28
1 0.91 5 0.75 2 0.69
LOAD COMB 24 TH29
1 0.91 6 0.75 2 0.69
UNIT METER KN
PERFORM ANALYSIS
DEFINE ENVELOP
7 TO 15 ENVELOP 1 TYPE STRESS
16 TO 24 ENVELOP 2 TYPE SERVICEABILITY
END DEFINE ENVELOP
START CONCRETE DESIGN
CODE ACI
FYMAIN 280000 ALL
FYSEC 225000 ALL
MINMAIN 16 MEMB 23 24 65 66 74 75 312 TO 314 355 356 359 360
MINSEC 8 MEMB 10 15 16 23 TO 27 33 34 42 49 52 53 60 TO 63 65 TO 67 70 71 -
73 TO 77 140 TO 143 258 266 267 274 275 289 308 TO 314 355 TO 366
MAXMAIN 20 MEMB 65 66 70 71 74 75 355 TO 360
MAXMAIN 16 MEMB 67 73 76 77 267 289 312 TO 314 361 TO 366
MINMAIN 20 MEMB 10 15 16 25 TO 27 33 34 42 49 52 53 60 TO 63 140 TO 143 258 -
266 274 275 308 TO 311
MINMAIN 16 MEMB 67 70 71 73 76 77 267 289 357 358 361 TO 366
FC 27500 ALL
SFACE -0.394 MEMB 274
SFACE -0.394 MEMB 275
SFACE -0.344 MEMB 42
EFACE -0.394 MEMB 274
EFACE -0.394 MEMB 275
EFACE -0.344 MEMB 42
DESIGN BEAM 26 27 33 53 140 TO 143 266
DESIGN BEAM 15 16 49 52 60 TO 63 274 275
DESIGN BEAM 23 24
DESIGN BEAM 10 25 34 42 258 308 TO 311
DESIGN BEAM 312 TO 314
DESIGN COLUMN 65 66 70 71 74 75 355 TO 360
DESIGN COLUMN 67 73 76 77 267 289 361 TO 366
DESIGN ELEMENT 115 117 118 121 123 203 205 TO 209 211 215 216 219 TO 224 228 -
229 232 TO 255 268 269
DESIGN ELEMENT 86 TO 109
DESIGN ELEMENT 315 TO 354
DESIGN ELEMENT 167 TO 178 305 TO 307
TRACK 1 MEMB 10 15 16 23 TO 27 33 34 42 49 52 53 60 TO 63 65 TO 67 70 71 73 -
74 TO 77 140 TO 143 258 266 267 274 275 289 308 TO 314 355 TO 366
END CONCRETE DESIGN
PERFORM ANALYSIS
FINISH

File with group of node :

STAAD SPACE DXF IMPORT OF SKETCH.DXF
START JOB INFORMATION
ENGINEER DATE 18-Apr-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KN
JOINT COORDINATES
18 8930 1100 -1480; 19 8930 1100 -3.27493e-012; 20 8930 1100 -6280;
21 8930 1100 -4980; 24 5430 1100 -3392; 29 14880 1100 -4980; 30 8930 1100 -950;
31 14880 1100 -950; 32 14880 1100 -5.5707e-012; 33 14880 1100 -6280;
34 14880 1100 -3392; 35 8930 1100 -3392; 36 14880 1100 -2200;
37 8930 1100 -2200; 41 5430 1100 -6280; 42 11580 1100 -4980;
43 11580 1100 -3392; 44 11580 1100 -2200; 45 11580 1100 -950;
50 5430 1100 -1.99136e-012; 52 5430 1100 -1480; 53 5430 1100 -4980;
54 8930 0 -1480; 55 8930 0 -3.27493e-012; 56 8930 0 -6280; 57 8930 0 -4980;
58 5430 0 -3392; 60 14880 0 -5.5707e-012; 61 14880 0 -6280; 62 8930 0 -3392;
63 8930 0 -2200; 64 5430 0 -6280; 65 5430 0 -1.99136e-012; 66 5430 0 -1480;
67 5430 0 -4980; 84 6480 0 -6280; 85 4380 0 -6280; 86 5430 0 -7080;
87 6480 0 -7080; 88 4380 0 -7080; 89 5430 0 -5480; 90 6480 0 -5480;
91 4380 0 -5480; 92 6480 0 0; 93 4380 0 0; 94 5430 0 -800; 95 6480 0 -800;
96 4380 0 -800; 97 5430 0 800; 98 6480 0 800; 99 4380 0 800; 100 9980 0 -6280;
101 7880 0 -6280; 102 8930 0 -7080; 103 9980 0 -7080; 104 7880 0 -7080;
105 8930 0 -5480; 106 9980 0 -5480; 107 7880 0 -5480; 108 9980 0 0;
109 7880 0 0; 110 8930 0 -800; 111 9980 0 -800; 112 7880 0 -800;
113 8930 0 800; 114 9980 0 800; 115 7880 0 800; 116 15680 0 -6280;
117 14080 0 -6280; 118 14880 0 -7330; 119 15680 0 -7330; 120 14080 0 -7330;
121 14880 0 -5230; 122 15680 0 -5230; 123 14080 0 -5230; 124 15680 0 0;
125 14080 0 0; 126 14880 0 -1050; 127 15680 0 -1050; 128 14080 0 -1050;
129 14880 0 1050; 130 15680 0 1050; 131 14080 0 1050; 133 5430 0 -2200;
134 4980 0 -1480; 135 4980 0 -4980; 136 8930 0 -1030; 137 5430 0 -1030;
138 4980 0 -1030; 139 8930 0 -5430; 140 5430 0 -5430; 141 4980 0 -5430;
142 9380 0 -1480; 143 9380 0 -4980; 144 9380 0 -3392; 145 9380 0 -2200;
146 9380 0 -1030; 147 9380 0 -5430; 148 4980 0 -3392; 149 4980 0 -2200;
150 7180 0 -1480; 151 7180 0 -2200; 152 7180 0 -1030; 153 7180 0 -4980;
154 7180 0 -5430; 155 7180 0 -3392; 156 16380 1100 -5.5707e-012;
157 16380 1100 -950; 158 16380 1100 -4980; 159 16380 1100 -6280;
160 16380 1100 -2200; 161 16380 1100 -3392; 167 7180 1100 -4980;
171 6530 0 -3230; 172 7830 0 -3230; 173 7180 0 -2395; 174 5430 0 -2395;
175 8930 0 -2395; 176 9380 0 -2395; 177 4980 0 -2395; 178 6530 0 -1480;
179 6530 0 -2200; 180 6530 0 -1030; 181 6530 0 -4980; 182 6530 0 -5430;
183 6530 0 -3392; 184 6530 0 -2395; 185 7830 0 -1480; 186 7830 0 -2200;
187 7830 0 -1030; 188 7830 0 -4980; 189 7830 0 -5430; 190 7830 0 -3392;
191 7830 0 -2395; 192 6530 0 -4065; 193 5430 0 -4065; 194 7180 0 -4065;
195 7830 0 -4065; 196 8930 0 -4065; 197 9380 0 -4065; 198 4980 0 -4065;
200 5430 0 -3230; 201 7180 0 -3230; 203 8930 0 -3230; 204 9380 0 -3230;
205 4980 0 -3230; 206 14360 1100 -4980; 207 14360 1100 -3392;
208 7830 1100 -4980; 209 6530 1100 -4980; 210 8930 1100 -4065;
211 8930 1100 -2395; 212 8930 1100 -3230; 213 7180 1100 -1480;
214 7830 1100 -1480; 215 6530 1100 -1480; 216 5430 1100 -2200;
217 5430 1100 -4065; 218 5430 1100 -2395; 219 5430 1100 -3230;
220 3850 1100 -6280; 221 3850 1100 -1.99136e-012; 222 3850 1100 -1480;
223 3850 1100 -4980; 224 8930 500 -1480; 225 8930 500 -4980;
226 5430 500 -3392; 227 8930 500 -3392; 228 8930 500 -2200; 229 5430 500 -1480;
230 5430 500 -4980; 231 7180 500 -4980; 232 7830 500 -4980; 233 6530 500 -4980;
234 8930 500 -4065; 235 8930 500 -2395; 236 8930 500 -3230; 237 7180 500 -1480;
238 7830 500 -1480; 239 6530 500 -1480; 240 5430 500 -2200; 241 5430 500 -4065;
242 5430 500 -2395; 243 5430 500 -3230; 244 5430 500 -6280; 245 8930 500 -6280;
246 14880 500 -6280; 247 14880 500 -5.5707e-012; 248 8930 500 -3.27493e-012;
249 5430 500 -1.99136e-012;
MEMBER INCIDENCES
10 19 30; 15 21 42; 16 30 45; 23 42 43; 24 44 45; 25 41 53; 26 20 33; 27 41 20;
33 19 32; 34 21 20; 42 30 18; 49 42 206; 52 45 31; 53 50 19; 60 37 44;
61 44 36; 62 35 43; 63 43 207; 65 19 248; 66 20 245; 67 21 225; 70 32 247;
71 33 246; 73 37 228; 74 41 244; 75 50 249; 76 52 229; 77 53 230; 140 29 33;
141 31 36; 142 34 29; 143 36 34; 258 52 50; 266 32 31; 267 18 224; 270 191 172;
271 172 190; 272 184 171; 273 171 183; 274 206 29; 275 207 34; 276 183 192;
277 190 195; 289 35 227; 308 41 220; 309 53 223; 310 52 222; 311 50 221;
312 221 222; 313 222 223; 314 223 220; 355 244 64; 356 245 56; 357 246 61;
358 247 60; 359 248 55; 360 249 65; 361 230 67; 362 229 66; 363 225 57;
364 227 62; 365 228 63; 366 224 54;
ELEMENT INCIDENCES SHELL
86 85 91 89 64; 87 89 90 84 64; 88 88 85 64 86; 89 64 84 87 86; 90 93 99 97 65;
91 97 98 92 65; 92 96 93 65 94; 93 65 92 95 94; 94 101 107 105 56;
95 105 106 100 56; 96 104 101 56 102; 97 56 100 103 102; 98 109 115 113 55;
99 113 114 108 55; 100 112 109 55 110; 101 55 108 111 110; 102 117 123 121 61;
103 121 122 116 61; 104 120 117 61 118; 105 61 116 119 118; 106 125 131 129 60;
107 129 130 124 60; 108 128 125 60 126; 109 60 124 127 126; 115 138 137 66 134;
117 136 146 142 54; 118 63 54 142 145; 121 139 57 143 147; 123 149 134 66 133;
167 50 19 18 52; 168 19 32 31 30; 169 30 45 44 37; 170 37 36 34 35;
171 35 43 42 21; 172 21 29 33 20; 173 29 158 159 33; 174 34 161 158 29;
175 36 160 161 34; 176 31 157 160 36; 177 32 156 157 31; 178 53 21 20 41;
203 175 63 145 176; 205 177 149 133 174; 206 66 178 179 133;
207 178 150 151 179; 208 137 180 178 66; 209 180 152 150 178;
211 181 153 154 182; 215 133 179 184 174; 216 179 151 173 184;
219 150 185 186 151; 220 185 54 63 186; 221 152 187 185 150;
222 187 136 54 185; 223 153 188 189 154; 224 188 57 139 189;
228 151 186 191 173; 229 186 63 175 191; 232 58 183 192 193;
233 193 192 181 67; 234 183 155 194 192; 235 192 194 153 181;
236 155 190 195 194; 237 194 195 188 153; 238 190 62 196 195;
239 195 196 57 188; 240 57 196 197 143; 241 196 62 144 197; 242 135 198 193 67;
243 198 148 58 193; 244 174 184 171 200; 245 200 171 183 58;
246 184 173 201 171; 247 171 201 155 183; 248 173 191 172 201;
249 201 172 190 155; 250 191 175 203 172; 251 172 203 62 190;
252 62 203 204 144; 253 203 175 176 204; 254 148 205 200 58;
255 205 177 174 200; 268 67 181 182 140; 269 135 67 140 141; 305 220 41 53 223;
306 223 53 52 222; 307 222 52 50 221; 315 53 217 241 230; 316 217 24 226 241;
317 24 219 243 226; 318 219 218 242 243; 319 218 216 240 242;
320 216 52 229 240; 321 230 241 193 67; 322 241 226 58 193; 323 226 243 200 58;
324 243 242 174 200; 325 242 240 133 174; 326 240 229 66 133;
327 21 210 234 225; 328 225 234 196 57; 329 210 35 227 234; 330 234 227 62 196;
331 35 212 236 227; 332 227 236 203 62; 333 212 211 235 236;
334 236 235 175 203; 335 211 37 228 235; 336 235 228 63 175; 337 37 18 224 228;
338 228 224 54 63; 339 53 209 233 230; 340 209 167 231 233;
341 167 208 232 231; 342 208 21 225 232; 343 230 233 181 67;
344 233 231 153 181; 345 231 232 188 153; 346 232 225 57 188;
347 18 214 238 224; 348 224 238 185 54; 349 214 213 237 238;
350 213 215 239 237; 351 238 237 150 185; 352 237 239 178 150;
353 215 52 229 239; 354 239 229 66 178;
ELEMENT PROPERTY
167 TO 178 305 TO 307 THICKNESS 120
315 TO 354 THICKNESS 300
115 117 118 121 123 203 205 TO 209 211 215 216 219 TO 224 228 229 232 TO 255 -
268 269 THICKNESS 400
86 TO 109 THICKNESS 500
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 21.7185
POISSON 0.17
DENSITY 2.35616e-008
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
65 66 70 71 74 75 355 TO 360 PRIS YD 400 ZD 400
67 73 76 77 267 289 361 TO 366 PRIS YD 300 ZD 300
UNIT METER KN
MEMBER PROPERTY AMERICAN
26 27 33 53 140 TO 143 266 PRIS YD 0.5 ZD 0.3
15 16 49 52 60 TO 63 274 275 PRIS YD 0.45 ZD 0.3
23 24 PRIS YD 0.3 ZD 0.2
10 25 34 42 258 308 TO 311 PRIS YD 0.4 ZD 0.3
MEMBER PROPERTY AMERICAN
270 TO 273 276 277 PRIS YD 1.1 ZD 0.3
MEMBER PROPERTY AMERICAN
312 TO 314 PRIS YD 0.4 ZD 0.2
UNIT MMS KN
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
86 TO 109 PLATE MAT DIRECT Y SUBGRADE 2.43e-006 PRINT
115 117 118 121 123 203 205 TO 209 211 215 216 219 TO 224 228 229 232 TO 255 -
268 269 PLATE MAT DIRECT Y SUBGRADE 3.18e-006 PRINT
UNIT METER KN
MEMBER OFFSET
10 15 16 23 TO 27 33 34 42 49 52 53 60 TO 63 140 TO 143 258 266 START 0 -0.25 0
10 15 16 23 TO 27 33 34 42 52 53 60 TO 62 140 TO 143 258 266 274 -
275 END 0 -0.25 0
270 TO 273 276 277 START 0 0.55 0
270 TO 273 276 277 END 0 0.55 0
49 END 0 -0.25 0
274 START 0 -0.25 0
63 END 0 -0.25 0
275 START 0 -0.25 0
308 TO 314 START 0 -0.25 0
308 TO 314 END 0 -0.25 0
UNIT MMS KN
LOAD 1 LOADTYPE Dead TITLE DEAD LOAD
UNIT METER KN
MEMBER LOAD
49 63 UNI GY -6.7
ELEMENT LOAD
206 207 215 216 219 220 228 229 232 TO 239 244 TO 251 PR GY -7.8
MEMBER LOAD
52 61 UNI GY -2.7
MEMBER LOAD
270 TO 273 276 277 UNI GY -21.4
JOINT LOAD
210 213 219 FY -1.37
ELEMENT LOAD
86 TO 109 115 117 118 121 123 203 205 208 209 211 221 TO 224 240 TO 243 252 -
253 TO 255 268 269 PR GY -6
SELFWEIGHT Y -1 LIST 10 15 16 23 TO 27 33 34 42 49 52 53 60 TO 63 65 TO 67 -
70 71 73 TO 77 86 TO 109 115 117 118 121 123 140 TO 143 167 TO 178 203 205 -
206 TO 209 211 215 216 219 TO 224 228 229 232 TO 255 258 266 TO 277 289 305 -
306 TO 366
UNIT MMS KN
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LIVE LOAD
UNIT METER KN
ELEMENT LOAD
167 TO 178 305 TO 307 PR GY -2.4
206 207 215 216 219 220 228 229 232 TO 239 244 TO 251 PR GY -3.58
UNIT MMS KN
LOAD 3 LOADTYPE Wind TITLE GX1
UNIT METER KN
MEMBER LOAD
140 TO 143 266 UNI GX 0.333
312 TO 314 UNI GX 0.3552
49 63 UNI GX 1.0288
52 61 UNI GX 0.6652
270 TO 273 276 277 UNI GX 2.1546
ELEMENT LOAD
315 TO 320 PR GX 0.888
327 329 331 333 335 337 PR GX 0.666
MEMBER LOAD
65 66 70 71 74 75 UNI GX 0.6216
UNIT MMS KN
LOAD 4 LOADTYPE Wind TITLE GX2
UNIT METER KN
MEMBER LOAD
140 TO 143 266 UNI GX -0.444
312 TO 314 UNI GX -0.2664
49 63 UNI GX -1.0288
52 61 UNI GX -0.6652
270 TO 273 276 277 UNI GX -2.1546
ELEMENT LOAD
327 329 331 333 335 337 PR GX -0.888
315 TO 320 PR GX -0.666
MEMBER LOAD
65 66 70 71 74 75 UNI GX -0.6216
UNIT MMS KN
LOAD 5 LOADTYPE Wind TITLE GZ1
UNIT METER KN
MEMBER LOAD
26 27 308 UNI GZ 0.444
33 53 311 UNI GZ 0.333
49 63 UNI GZ 1.8011
52 61 UNI GZ 1.756
270 TO 273 276 277 UNI GZ 3.5018
ELEMENT LOAD
339 TO 342 PR GZ 0.888
347 349 350 353 PR GZ 0.666
MEMBER LOAD
65 66 70 71 74 75 UNI GZ 0.6216
UNIT MMS KN
LOAD 6 LOADTYPE Wind TITLE GZ2
UNIT METER KN
MEMBER LOAD
33 53 311 UNI GZ -0.444
26 27 308 UNI GZ -0.333
49 63 UNI GZ -1.8011
52 61 UNI GZ -1.756
270 TO 273 276 277 UNI GZ -3.5018
ELEMENT LOAD
347 349 350 353 PR GZ -0.888
339 TO 342 PR GZ -0.666
MEMBER LOAD
65 66 70 71 74 75 UNI GZ -0.6216
UNIT MMS KN
LOAD COMB 7 TH1
1 1.0 2 1.0
LOAD COMB 8 TH2
1 1.0 3 1.0
LOAD COMB 9 TH3
1 1.0 4 1.0
LOAD COMB 10 TH4
1 1.0 5 1.0
LOAD COMB 11 TH5
1 1.0 6 1.0
LOAD COMB 12 TH6
1 1.0 3 0.9 2 0.9
LOAD COMB 13 TH7
1 1.0 4 0.9 2 0.9
LOAD COMB 14 TH8
1 1.0 5 0.9 2 0.9
LOAD COMB 15 TH9
1 1.0 6 0.9 2 0.9
LOAD COMB 16 TH21
1 0.91 2 0.77
LOAD COMB 17 TH22
1 0.91 3 0.83
LOAD COMB 18 TH23
1 0.91 4 0.83
LOAD COMB 19 TH24
1 0.91 5 0.83
LOAD COMB 20 TH25
1 0.91 6 0.83
LOAD COMB 21 TH26
1 0.91 3 0.75 2 0.69
LOAD COMB 22 TH27
1 0.91 4 0.75 2 0.69
LOAD COMB 23 TH28
1 0.91 5 0.75 2 0.69
LOAD COMB 24 TH29
1 0.91 6 0.75 2 0.69
START GROUP DEFINITION
JOINT
_MATFOUNDATION 18 21 24 30 35 37 52 TO 54 57 58 62 63 66 67 133 TO 155 167 171 -
172 TO 198 200 201 203 TO 205 208 TO 219 224 TO 243
END GROUP DEFINITION
UNIT METER KN
PERFORM ANALYSIS
DEFINE ENVELOP
7 TO 15 ENVELOP 1 TYPE STRESS
16 TO 24 ENVELOP 2 TYPE SERVICEABILITY
END DEFINE ENVELOP
START CONCRETE DESIGN
CODE ACI
FYMAIN 280000 ALL
FYSEC 225000 ALL
MINMAIN 16 MEMB 23 24 65 66 74 75 312 TO 314 355 356 359 360
MINSEC 8 MEMB 10 15 16 23 TO 27 33 34 42 49 52 53 60 TO 63 65 TO 67 70 71 -
73 TO 77 140 TO 143 258 266 267 274 275 289 308 TO 314 355 TO 366
MAXMAIN 20 MEMB 65 66 70 71 74 75 355 TO 360
MAXMAIN 16 MEMB 67 73 76 77 267 289 312 TO 314 361 TO 366
MINMAIN 20 MEMB 10 15 16 25 TO 27 33 34 42 49 52 53 60 TO 63 140 TO 143 258 -
266 274 275 308 TO 311
MINMAIN 16 MEMB 67 70 71 73 76 77 267 289 357 358 361 TO 366
FC 27500 ALL
SFACE -0.394 MEMB 274
SFACE -0.394 MEMB 275
SFACE -0.344 MEMB 42
EFACE -0.394 MEMB 274
EFACE -0.394 MEMB 275
EFACE -0.344 MEMB 42
DESIGN BEAM 26 27 33 53 140 TO 143 266
DESIGN BEAM 15 16 49 52 60 TO 63 274 275
DESIGN BEAM 23 24
DESIGN BEAM 10 25 34 42 258 308 TO 311
DESIGN BEAM 312 TO 314
DESIGN COLUMN 65 66 70 71 74 75 355 TO 360
DESIGN COLUMN 67 73 76 77 267 289 361 TO 366
DESIGN ELEMENT 115 117 118 121 123 203 205 TO 209 211 215 216 219 TO 224 228 -
229 232 TO 255 268 269
DESIGN ELEMENT 86 TO 109
DESIGN ELEMENT 315 TO 354
DESIGN ELEMENT 167 TO 178 305 TO 307
TRACK 1 MEMB 10 15 16 23 TO 27 33 34 42 49 52 53 60 TO 63 65 TO 67 70 71 73 -
74 TO 77 140 TO 143 258 266 267 274 275 289 308 TO 314 355 TO 366
END CONCRETE DESIGN
PERFORM ANALYSIS
FINISH

Parents Reply Children
No Data