I cannot generate a floor load for groups in STAAD

Hi, ELZA
The Beam groups which will be used to generate FLOOR Load should be a closed region.

Hi, ELZA
The Beam groups which will be used to generate FLOOR Load should be a closed region.

*WARNING- NO MEMBERS LOADED FOR A FLOOR LOAD GENERATION.

*WARNING- NO MEMBERS LOADED FOR A FLOOR LOAD GENERATION.

Please help. :(((

Thank you 

1. STAAD SPACE
2. START JOB INFORMATION
3. ENGINEER DATE
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 1 0; 2 1.8 1 0; 3 0 1 1.1; 4 1.8 1 1.1; 5 4 1 1.1; 6 0 1 3.85; 7 4 1 3.85
9. 8 0 1 5.85; 9 4 1 5.85; 10 0 0 0; 11 1.8 0 0; 12 0 0 1.1; 13 4 0 1.1
10. 14 0 0 3.85; 15 4 0 3.85; 16 0 0 5.85; 17 4 0 5.85; 18 0 3.85 0; 19 1.8 3.85 0
11. 20 0 3.85 1.1; 21 4 3.85 1.1; 22 0 3.85 3.85; 23 4 3.85 3.85; 24 0 3.85 5.85
12. 25 4 3.85 5.85; 26 1.8 3.85 1.1; 27 1.8 3.85 3.85; 28 0.9 3.85 3.85
13. 29 0.9 3.85 5.85; 30 0 6.4 1.1; 31 4 6.4 1.1; 32 0 6.4 3.85; 33 4 6.4 3.85
14. 34 0 6.4 5.85; 35 4 6.4 5.85; 36 4 1 0; 37 5.8 1 0; 38 5.8 1 1.1; 39 8 1 1.1
15. 40 8 1 3.85; 41 8 1 5.85; 42 4 0 0; 43 5.8 0 0; 44 8 0 1.1; 45 8 0 3.85
16. 46 8 0 5.85; 47 4 3.85 0; 48 5.8 3.85 0; 49 8 3.85 1.1; 50 8 3.85 3.85
17. 51 8 3.85 5.85; 52 5.8 3.85 1.1; 53 5.8 3.85 3.85; 54 4.9 3.85 3.85
18. 55 4.9 3.85 5.85; 56 8 6.4 1.1; 57 8 6.4 3.85; 58 8 6.4 5.85; 59 8 1 0
19. 60 9.8 1 0; 61 9.8 1 1.1; 62 12 1 1.1; 63 12 1 3.85; 64 12 1 5.85; 65 8 0 0
20. 66 9.8 0 0; 67 12 0 1.1; 68 12 0 3.85; 69 12 0 5.85; 70 8 3.85 0
21. 71 9.8 3.85 0; 72 12 3.85 1.1; 73 12 3.85 3.85; 74 12 3.85 5.85
22. 75 9.8 3.85 1.1; 76 9.8 3.85 3.85; 77 8.9 3.85 3.85; 78 8.9 3.85 5.85
23. 79 12 6.4 1.1; 80 12 6.4 3.85; 81 12 6.4 5.85; 82 12 1 0; 83 13.8 1 0
24. 84 13.8 1 1.1; 85 16 1 1.1; 86 16 1 3.85; 87 16 1 5.85; 88 12 0 0; 89 13.8 0 0
25. 90 16 0 1.1; 91 16 0 3.85; 92 16 0 5.85; 93 12 3.85 0; 94 13.8 3.85 0
26. 95 16 3.85 1.1; 96 16 3.85 3.85; 97 16 3.85 5.85; 98 13.8 3.85 1.1
27. 99 13.8 3.85 3.85; 100 12.9 3.85 3.85; 101 12.9 3.85 5.85; 102 16 6.4 1.1
28. 103 16 6.4 3.85; 104 16 6.4 5.85; 105 16 1 0; 106 17.8 1 0; 107 17.8 1 1.1
29. 108 20 1 1.1; 109 20 1 3.85; 110 20 1 5.85; 111 16 0 0; 112 17.8 0 0
30. 113 20 0 1.1; 114 20 0 3.85; 115 20 0 5.85; 116 16 3.85 0; 117 17.8 3.85 0
31. 118 20 3.85 1.1; 119 20 3.85 3.85; 120 20 3.85 5.85; 121 17.8 3.85 1.1
32. 122 17.8 3.85 3.85; 123 16.9 3.85 3.85; 124 16.9 3.85 5.85; 125 20 6.4 1.1
33. 126 20 6.4 3.85; 127 20 6.4 5.85; 128 20 1 0; 129 21.8 1 0; 130 21.8 1 1.1
34. 131 24 1 1.1; 132 24 1 3.85; 133 24 1 5.85; 134 20 0 0; 135 21.8 0 0
35. 136 24 0 1.1; 137 24 0 3.85; 138 24 0 5.85; 139 20 3.85 0; 140 21.8 3.85 0
36. 141 24 3.85 1.1; 142 24 3.85 3.85; 143 24 3.85 5.85; 144 21.8 3.85 1.1
37. 145 21.8 3.85 3.85; 146 20.9 3.85 3.85; 147 20.9 3.85 5.85; 148 24 6.4 1.1
38. 149 24 6.4 3.85; 150 24 6.4 5.85; 151 24 1 0; 152 25.8 1 0; 153 25.8 1 1.1

39. 154 28 1 1.1; 155 28 1 3.85; 156 28 1 5.85; 157 24 0 0; 158 25.8 0 0
40. 159 28 0 1.1; 160 28 0 3.85; 161 28 0 5.85; 162 24 3.85 0; 163 25.8 3.85 0
41. 164 28 3.85 1.1; 165 28 3.85 3.85; 166 28 3.85 5.85; 167 25.8 3.85 1.1
42. 168 25.8 3.85 3.85; 169 24.9 3.85 3.85; 170 24.9 3.85 5.85; 171 28 6.4 1.1
43. 172 28 6.4 3.85; 173 28 6.4 5.85; 174 28 1 0; 175 29.8 1 0; 176 29.8 1 1.1
44. 177 32 1 1.1; 178 32 1 3.85; 179 32 1 5.85; 180 28 0 0; 181 29.8 0 0
45. 182 32 0 1.1; 183 32 0 3.85; 184 32 0 5.85; 185 28 3.85 0; 186 29.8 3.85 0
46. 187 32 3.85 1.1; 188 32 3.85 3.85; 189 32 3.85 5.85; 190 29.8 3.85 1.1
47. 191 29.8 3.85 3.85; 192 28.9 3.85 3.85; 193 28.9 3.85 5.85; 194 32 6.4 1.1
48. 195 32 6.4 3.85; 196 32 6.4 5.85; 197 32 1 0; 198 33.8 1 0; 199 33.8 1 1.1
49. 200 36 1 1.1; 201 36 1 3.85; 202 36 1 5.85; 203 32 0 0; 204 33.8 0 0
50. 205 36 0 1.1; 206 36 0 3.85; 207 36 0 5.85; 208 32 3.85 0; 209 33.8 3.85 0
51. 210 36 3.85 1.1; 211 36 3.85 3.85; 212 36 3.85 5.85; 213 33.8 3.85 1.1
52. 214 33.8 3.85 3.85; 215 32.9 3.85 3.85; 216 32.9 3.85 5.85; 217 36 6.4 1.1
53. 218 36 6.4 3.85; 219 36 6.4 5.85; 220 36 1 0; 221 37.8 1 0; 222 37.8 1 1.1
54. 223 40 1 1.1; 224 40 1 3.85; 225 40 1 5.85; 226 36 0 0; 227 37.8 0 0
55. 228 40 0 1.1; 229 40 0 3.85; 230 40 0 5.85; 231 36 3.85 0; 232 37.8 3.85 0
56. 233 40 3.85 1.1; 234 40 3.85 3.85; 235 40 3.85 5.85; 236 37.8 3.85 1.1
57. 237 37.8 3.85 3.85; 238 36.9 3.85 3.85; 239 36.9 3.85 5.85; 240 40 6.4 1.1
58. 241 40 6.4 3.85; 242 40 6.4 5.85; 243 40 1 0; 244 41.8 1 0; 245 41.8 1 1.1
59. 246 44 1 1.1; 247 44 1 3.85; 248 44 1 5.85; 249 40 0 0; 250 41.8 0 0
60. 251 44 0 1.1; 252 44 0 3.85; 253 44 0 5.85; 254 40 3.85 0; 255 41.8 3.85 0
61. 256 44 3.85 1.1; 257 44 3.85 3.85; 258 44 3.85 5.85; 259 41.8 3.85 1.1
62. 260 41.8 3.85 3.85; 261 40.9 3.85 3.85; 262 40.9 3.85 5.85; 263 44 6.4 1.1
63. 264 44 6.4 3.85; 265 44 6.4 5.85; 266 44 1 0; 267 45.8 1 0; 268 45.8 1 1.1
64. 269 48 1 1.1; 270 48 1 3.85; 271 48 1 5.85; 272 44 0 0; 273 45.8 0 0
65. 274 48 0 1.1; 275 48 0 3.85; 276 48 0 5.85; 277 44 3.85 0; 278 45.8 3.85 0
66. 279 48 3.85 1.1; 280 48 3.85 3.85; 281 48 3.85 5.85; 282 45.8 3.85 1.1
67. 283 45.8 3.85 3.85; 284 44.9 3.85 3.85; 285 44.9 3.85 5.85; 286 48 6.4 1.1
68. 287 48 6.4 3.85; 288 48 6.4 5.85; 289 48 1 0; 290 49.8 1 0; 291 49.8 1 1.1
69. 292 52 1 1.1; 293 52 1 3.85; 294 52 1 5.85; 295 48 0 0; 296 49.8 0 0
70. 297 52 0 1.1; 298 52 0 3.85; 299 52 0 5.85; 300 48 3.85 0; 301 49.8 3.85 0
71. 302 52 3.85 1.1; 303 52 3.85 3.85; 304 52 3.85 5.85; 305 49.8 3.85 1.1
72. 306 49.8 3.85 3.85; 307 48.9 3.85 3.85; 308 48.9 3.85 5.85; 309 52 6.4 1.1
73. 310 52 6.4 3.85; 311 52 6.4 5.85; 312 52 1 0; 313 53.8 1 0; 314 53.8 1 1.1
74. 315 56 1 1.1; 316 56 1 3.85; 317 56 1 5.85; 318 52 0 0; 319 53.8 0 0
75. 320 56 0 1.1; 321 56 0 3.85; 322 56 0 5.85; 323 52 3.85 0; 324 53.8 3.85 0
76. 325 56 3.85 1.1; 326 56 3.85 3.85; 327 56 3.85 5.85; 328 53.8 3.85 1.1
77. 329 53.8 3.85 3.85; 330 52.9 3.85 3.85; 331 52.9 3.85 5.85; 332 56 6.4 1.1
78. 333 56 6.4 3.85; 334 56 6.4 5.85; 335 56 1 0; 336 57.8 1 0; 337 57.8 1 1.1
79. 338 60 1 1.1; 339 60 1 3.85; 340 60 1 5.85; 341 56 0 0; 342 57.8 0 0
80. 343 60 0 1.1; 344 60 0 3.85; 345 60 0 5.85; 346 56 3.85 0; 347 57.8 3.85 0
81. 348 60 3.85 1.1; 349 60 3.85 3.85; 350 60 3.85 5.85; 351 57.8 3.85 1.1
82. 352 57.8 3.85 3.85; 353 56.9 3.85 3.85; 354 56.9 3.85 5.85; 355 60 6.4 1.1
83. 356 60 6.4 3.85; 357 60 6.4 5.85; 358 60 1 0; 359 61.8 1 0; 360 61.8 1 1.1
84. 361 64 1 1.1; 362 64 1 3.85; 363 64 1 5.85; 364 60 0 0; 365 61.8 0 0
85. 366 64 0 1.1; 367 64 0 3.85; 368 64 0 5.85; 369 60 3.85 0; 370 61.8 3.85 0
86. 371 64 3.85 1.1; 372 64 3.85 3.85; 373 64 3.85 5.85; 374 61.8 3.85 1.1
87. 375 61.8 3.85 3.85; 376 60.9 3.85 3.85; 377 60.9 3.85 5.85; 378 64 6.4 1.1
88. 379 64 6.4 3.85; 380 64 6.4 5.85; 381 64 1 0; 382 65.8 1 0; 383 65.8 1 1.1
89. 384 68 1 1.1; 385 68 1 3.85; 386 68 1 5.85; 387 64 0 0; 388 65.8 0 0
90. 389 68 0 1.1; 390 68 0 3.85; 391 68 0 5.85; 392 64 3.85 0; 393 65.8 3.85 0
91. 394 68 3.85 1.1; 395 68 3.85 3.85; 396 68 3.85 5.85; 397 65.8 3.85 1.1
92. 398 65.8 3.85 3.85; 399 64.9 3.85 3.85; 400 64.9 3.85 5.85; 401 68 6.4 1.1
93. 402 68 6.4 3.85; 403 68 6.4 5.85
94. MEMBER INCIDENCES

95. 1 1 2; 2 1 3; 3 2 4; 4 3 4; 5 4 5; 6 3 6; 7 5 7; 8 6 8; 9 7 9; 10 8 9; 11 10 1
96. 12 11 2; 13 12 3; 14 13 5; 15 14 6; 16 15 7; 17 16 8; 18 17 9; 19 1 18
97. 20 2 19; 21 3 20; 22 5 21; 23 6 22; 24 7 23; 25 8 24; 26 9 25; 27 18 19
98. 28 18 20; 29 19 26; 30 20 26; 31 26 21; 32 20 22; 33 26 27; 34 21 23; 35 22 28
99. 36 28 27; 37 27 23; 38 22 24; 39 28 29; 40 23 25; 41 24 29; 42 29 25; 43 20 30
100. 44 21 31; 45 22 32; 46 23 33; 47 24 34; 48 25 35; 49 30 31; 51 30 32; 52 31 33
101. 53 32 34; 54 33 35; 56 34 35; 57 36 37; 58 36 5; 59 37 38; 60 5 38; 61 38 39
102. 62 39 40; 63 40 41; 64 9 41; 65 42 36; 66 43 37; 67 44 39; 68 45 40; 69 46 41
103. 70 36 47; 71 37 48; 72 39 49; 73 40 50; 74 41 51; 75 47 48; 76 47 21; 77 48 52
104. 78 21 52; 79 52 49; 80 52 53; 81 49 50; 82 23 54; 83 54 53; 84 53 50; 85 54 55
105. 86 50 51; 87 25 55; 88 55 51; 89 49 56; 90 50 57; 91 51 58; 92 31 56; 93 56 57
106. 94 57 58; 95 35 58; 96 59 60; 97 59 39; 98 60 61; 99 39 61; 100 61 62
107. 102 62 63; 104 63 64; 105 41 64; 106 65 59; 107 66 60; 109 67 62; 111 68 63
108. 113 69 64; 114 59 70; 115 60 71; 117 62 72; 119 63 73; 121 64 74; 122 70 71
109. 123 70 49; 124 71 75; 125 49 75; 126 75 72; 128 75 76; 129 72 73; 130 50 77
110. 131 77 76; 132 76 73; 134 77 78; 135 73 74; 136 51 78; 137 78 74; 139 72 79
111. 141 73 80; 143 74 81; 144 56 79; 146 79 80; 148 80 81; 149 58 81; 150 82 83
112. 151 82 62; 152 83 84; 153 62 84; 154 84 85; 156 85 86; 158 86 87; 159 64 87
113. 160 88 82; 161 89 83; 163 90 85; 165 91 86; 167 92 87; 168 82 93; 169 83 94
114. 171 85 95; 173 86 96; 175 87 97; 176 93 94; 177 93 72; 178 94 98; 179 72 98
115. 180 98 95; 182 98 99; 183 95 96; 184 73 100; 185 100 99; 186 99 96
116. 188 100 101; 189 96 97; 190 74 101; 191 101 97; 193 95 102; 195 96 103
117. 197 97 104; 198 79 102; 200 102 103; 202 103 104; 203 81 104; 204 105 106
118. 205 105 85; 206 106 107; 207 85 107; 208 107 108; 210 108 109; 212 109 110
119. 213 87 110; 214 111 105; 215 112 106; 217 113 108; 219 114 109; 221 115 110
120. 222 105 116; 223 106 117; 225 108 118; 227 109 119; 229 110 120; 230 116 117
121. 231 116 95; 232 117 121; 233 95 121; 234 121 118; 236 121 122; 237 118 119
122. 238 96 123; 239 123 122; 240 122 119; 242 123 124; 243 119 120; 244 97 124
123. 245 124 120; 247 118 125; 249 119 126; 251 120 127; 252 102 125; 254 125 126
124. 256 126 127; 257 104 127; 258 128 129; 259 128 108; 260 129 130; 261 108 130
125. 262 130 131; 264 131 132; 266 132 133; 267 110 133; 268 134 128; 269 135 129
126. 271 136 131; 273 137 132; 275 138 133; 276 128 139; 277 129 140; 279 131 141
127. 281 132 142; 283 133 143; 284 139 140; 285 139 118; 286 140 144; 287 118 144
128. 288 144 141; 290 144 145; 291 141 142; 292 119 146; 293 146 145; 294 145 142
129. 296 146 147; 297 142 143; 298 120 147; 299 147 143; 301 141 148; 303 142 149
130. 305 143 150; 306 125 148; 308 148 149; 310 149 150; 311 127 150; 312 151 152
131. 313 151 131; 314 152 153; 315 131 153; 316 153 154; 318 154 155; 320 155 156
132. 321 133 156; 322 157 151; 323 158 152; 325 159 154; 327 160 155; 329 161 156
133. 330 151 162; 331 152 163; 333 154 164; 335 155 165; 337 156 166; 338 162 163
134. 339 162 141; 340 163 167; 341 141 167; 342 167 164; 344 167 168; 345 164 165
135. 346 142 169; 347 169 168; 348 168 165; 350 169 170; 351 165 166; 352 143 170
136. 353 170 166; 355 164 171; 357 165 172; 359 166 173; 360 148 171; 362 171 172
137. 364 172 173; 365 150 173; 366 174 175; 367 174 154; 368 175 176; 369 154 176
138. 370 176 177; 372 177 178; 374 178 179; 375 156 179; 376 180 174; 377 181 175
139. 379 182 177; 381 183 178; 383 184 179; 384 174 185; 385 175 186; 387 177 187
140. 389 178 188; 391 179 189; 392 185 186; 393 185 164; 394 186 190; 395 164 190
141. 396 190 187; 398 190 191; 399 187 188; 400 165 192; 401 192 191; 402 191 188
142. 404 192 193; 405 188 189; 406 166 193; 407 193 189; 409 187 194; 411 188 195
143. 413 189 196; 414 171 194; 416 194 195; 418 195 196; 419 173 196; 420 197 198
144. 421 197 177; 422 198 199; 423 177 199; 424 199 200; 426 200 201; 428 201 202
145. 429 179 202; 430 203 197; 431 204 198; 433 205 200; 435 206 201; 437 207 202
146. 438 197 208; 439 198 209; 441 200 210; 443 201 211; 445 202 212; 446 208 209
147. 447 208 187; 448 209 213; 449 187 213; 450 213 210; 452 213 214; 453 210 211
148. 454 188 215; 455 215 214; 456 214 211; 458 215 216; 459 211 212; 460 189 216
149. 461 216 212; 463 210 217; 465 211 218; 467 212 219; 468 194 217; 470 217 218
150. 472 218 219; 473 196 219; 474 220 221; 475 220 200; 476 221 222; 477 200 222
STAAD SPACE -- PAGE NO. 4

151. 478 222 223; 480 223 224; 482 224 225; 483 202 225; 484 226 220; 485 227 221
152. 487 228 223; 489 229 224; 491 230 225; 492 220 231; 493 221 232; 495 223 233
153. 497 224 234; 499 225 235; 500 231 232; 501 231 210; 502 232 236; 503 210 236
154. 504 236 233; 506 236 237; 507 233 234; 508 211 238; 509 238 237; 510 237 234
155. 512 238 239; 513 234 235; 514 212 239; 515 239 235; 517 233 240; 519 234 241
156. 521 235 242; 522 217 240; 524 240 241; 526 241 242; 527 219 242; 528 243 244
157. 529 243 223; 530 244 245; 531 223 245; 532 245 246; 534 246 247; 536 247 248
158. 537 225 248; 538 249 243; 539 250 244; 541 251 246; 543 252 247; 545 253 248
159. 546 243 254; 547 244 255; 549 246 256; 551 247 257; 553 248 258; 554 254 255
160. 555 254 233; 556 255 259; 557 233 259; 558 259 256; 560 259 260; 561 256 257
161. 562 234 261; 563 261 260; 564 260 257; 566 261 262; 567 257 258; 568 235 262
162. 569 262 258; 571 256 263; 573 257 264; 575 258 265; 576 240 263; 578 263 264
163. 580 264 265; 581 242 265; 582 266 267; 583 266 246; 584 267 268; 585 246 268
164. 586 268 269; 588 269 270; 590 270 271; 591 248 271; 592 272 266; 593 273 267
165. 595 274 269; 597 275 270; 599 276 271; 600 266 277; 601 267 278; 603 269 279
166. 605 270 280; 607 271 281; 608 277 278; 609 277 256; 610 278 282; 611 256 282
167. 612 282 279; 614 282 283; 615 279 280; 616 257 284; 617 284 283; 618 283 280
168. 620 284 285; 621 280 281; 622 258 285; 623 285 281; 625 279 286; 627 280 287
169. 629 281 288; 630 263 286; 632 286 287; 634 287 288; 635 265 288; 636 289 290
170. 637 289 269; 638 290 291; 639 269 291; 640 291 292; 642 292 293; 644 293 294
171. 645 271 294; 646 295 289; 647 296 290; 649 297 292; 651 298 293; 653 299 294
172. 654 289 300; 655 290 301; 657 292 302; 659 293 303; 661 294 304; 662 300 301
173. 663 300 279; 664 301 305; 665 279 305; 666 305 302; 668 305 306; 669 302 303
174. 670 280 307; 671 307 306; 672 306 303; 674 307 308; 675 303 304; 676 281 308
175. 677 308 304; 679 302 309; 681 303 310; 683 304 311; 684 286 309; 686 309 310
176. 688 310 311; 689 288 311; 690 312 313; 691 312 292; 692 313 314; 693 292 314
177. 694 314 315; 696 315 316; 698 316 317; 699 294 317; 700 318 312; 701 319 313
178. 703 320 315; 705 321 316; 707 322 317; 708 312 323; 709 313 324; 711 315 325
179. 713 316 326; 715 317 327; 716 323 324; 717 323 302; 718 324 328; 719 302 328
180. 720 328 325; 722 328 329; 723 325 326; 724 303 330; 725 330 329; 726 329 326
181. 728 330 331; 729 326 327; 730 304 331; 731 331 327; 733 325 332; 735 326 333
182. 737 327 334; 738 309 332; 740 332 333; 742 333 334; 743 311 334; 744 335 336
183. 745 335 315; 746 336 337; 747 315 337; 748 337 338; 750 338 339; 752 339 340
184. 753 317 340; 754 341 335; 755 342 336; 757 343 338; 759 344 339; 761 345 340
185. 762 335 346; 763 336 347; 765 338 348; 767 339 349; 769 340 350; 770 346 347
186. 771 346 325; 772 347 351; 773 325 351; 774 351 348; 776 351 352; 777 348 349
187. 778 326 353; 779 353 352; 780 352 349; 782 353 354; 783 349 350; 784 327 354
188. 785 354 350; 787 348 355; 789 349 356; 791 350 357; 792 332 355; 794 355 356
189. 796 356 357; 797 334 357; 798 358 359; 799 358 338; 800 359 360; 801 338 360
190. 802 360 361; 804 361 362; 806 362 363; 807 340 363; 808 364 358; 809 365 359
191. 811 366 361; 813 367 362; 815 368 363; 816 358 369; 817 359 370; 819 361 371
192. 821 362 372; 823 363 373; 824 369 370; 825 369 348; 826 370 374; 827 348 374
193. 828 374 371; 830 374 375; 831 371 372; 832 349 376; 833 376 375; 834 375 372
194. 836 376 377; 837 372 373; 838 350 377; 839 377 373; 841 371 378; 843 372 379
195. 845 373 380; 846 355 378; 848 378 379; 850 379 380; 851 357 380; 852 381 382
196. 853 381 361; 854 382 383; 855 361 383; 856 383 384; 858 384 385; 860 385 386
197. 861 363 386; 862 387 381; 863 388 382; 865 389 384; 867 390 385; 869 391 386
198. 870 381 392; 871 382 393; 873 384 394; 875 385 395; 877 386 396; 878 392 393
199. 879 392 371; 880 393 397; 881 371 397; 882 397 394; 884 397 398; 885 394 395
200. 886 372 399; 887 399 398; 888 398 395; 890 399 400; 891 395 396; 892 373 400
201. 893 400 396; 895 394 401; 897 395 402; 899 396 403; 900 378 401; 902 401 402
202. 904 402 403; 905 380 403
203. START GROUP DEFINITION
204. FLOOR
205. _2F1 30 TO 37 78 TO 84 125 126 128 TO 132 179 180 182 TO 186 233 234 -
206. 236 TO 240 287 288 290 TO 294 341 342 344 TO 348 395 396 398 TO 402 449 450 -

207. 452 TO 456 503 504 506 TO 510 557 558 560 TO 564 611 612 614 TO 618 665 666 -
208. 668 TO 672 719 720 722 TO 726 773 774 776 TO 780 827 828 830 TO 834 881 882 -
209. 884 TO 888
210. _2F2 36 37 39 40 42 83 TO 86 88 131 132 134 135 137 185 186 188 189 191 239 -
211. 240 242 243 245 293 294 296 297 299 347 348 350 351 353 401 402 404 405 407 -
212. 455 456 458 459 461 509 510 512 513 515 563 564 566 567 569 617 618 620 621 -
213. 623 671 672 674 675 677 725 726 728 729 731 779 780 782 783 785 833 834 836 -
214. 837 839 887 888 890 891 893
215. _2F31W 35 38 TO 41 82 85 TO 87 130 134 TO 136 184 188 TO 190 238 242 TO 244 -
216. 292 296 TO 298 346 350 TO 352 400 404 TO 406 454 458 TO 460 508 512 TO 514 -
217. 562 566 TO 568 616 620 TO 622 670 674 TO 676 724 728 TO 730 778 782 TO 784 -
218. 832 836 TO 838 886 890 892
219. END GROUP DEFINITION
220. DEFINE MATERIAL START
221. ISOTROPIC CONCRETE
222. E 2.17185E+007
223. POISSON 0.17
224. DENSITY 23.5616
225. ALPHA 1E-005
226. DAMP 0.05
227. TYPE CONCRETE
228. STRENGTH FCU 27579
229. END DEFINE MATERIAL
230. MEMBER PROPERTY AMERICAN
231. 11 12 19 20 65 66 70 71 106 107 114 115 160 161 168 169 214 215 222 223 268 -
232. 269 276 277 322 323 330 331 376 377 384 385 430 431 438 439 484 485 492 493 -
233. 538 539 546 547 592 593 600 601 646 647 654 655 700 701 708 709 754 755 762 -
234. 763 808 809 816 817 862 863 870 871 PRIS YD 0.15 ZD 0.15
235. 39 49 51 TO 54 56 85 92 TO 95 134 144 146 148 149 188 198 200 202 203 242 -
236. 252 254 256 257 296 306 308 310 311 350 360 362 364 365 404 414 416 418 419 -
237. 458 468 470 472 473 512 522 524 526 527 566 576 578 580 581 620 630 632 634 -
238. 635 674 684 686 688 689 728 738 740 742 743 782 792 794 796 797 836 846 848 -
239. 850 851 890 900 902 904 905 PRIS YD 0.2 ZD 0.15
240. 13 TO 18 21 TO 26 43 TO 48 67 TO 69 72 TO 74 89 TO 91 109 111 113 117 119 -
241. 121 139 141 143 163 165 167 171 173 175 193 195 197 217 219 221 225 227 229 -
242. 247 249 251 271 273 275 279 281 283 301 303 305 325 327 329 333 335 337 355 -
243. 357 359 379 381 383 387 389 391 409 411 413 433 435 437 441 443 445 463 465 -
244. 467 487 489 491 495 497 499 517 519 521 541 543 545 549 551 553 571 573 575 -
245. 595 597 599 603 605 607 625 627 629 649 651 653 657 659 661 679 681 683 703 -
246. 705 707 711 713 715 733 735 737 757 759 761 765 767 769 787 789 791 811 813 -
247. 815 819 821 823 841 843 845 865 867 869 873 875 877 895 897 -
248. 899 PRIS YD 0.15 ZD 0.2
249. 1 TO 10 27 TO 38 40 TO 42 57 TO 64 75 TO 84 86 TO 88 96 TO 100 102 104 105 -
250. 122 TO 126 128 TO 132 135 TO 137 150 TO 154 156 158 159 176 TO 180 -
251. 182 TO 186 189 TO 191 204 TO 208 210 212 213 230 TO 234 236 TO 240 -
252. 243 TO 245 258 TO 262 264 266 267 284 TO 288 290 TO 294 297 TO 299 -
253. 312 TO 316 318 320 321 338 TO 342 344 TO 348 351 TO 353 366 TO 370 372 374 -
254. 375 392 TO 396 398 TO 402 405 TO 407 420 TO 424 426 428 429 446 TO 450 452 -
255. 453 TO 456 459 TO 461 474 TO 478 480 482 483 500 TO 504 506 TO 510 -
256. 513 TO 515 528 TO 532 534 536 537 554 TO 558 560 TO 564 567 TO 569 -
257. 582 TO 586 588 590 591 608 TO 612 614 TO 618 621 TO 623 636 TO 640 642 644 -
258. 645 662 TO 666 668 TO 672 675 TO 677 690 TO 694 696 698 699 716 TO 720 722 -
259. 723 TO 726 729 TO 731 744 TO 748 750 752 753 770 TO 774 776 TO 780 -
260. 783 TO 785 798 TO 802 804 806 807 824 TO 828 830 TO 834 837 TO 839 -
261. 852 TO 856 858 860 861 878 TO 882 884 TO 888 891 TO 892 -
262. 893 PRIS YD 0.3 ZD 0.15

263. CONSTANTS
264. MATERIAL CONCRETE ALL
265. MEMBER RELEASE
266. 33 39 80 85 128 134 182 188 236 242 290 296 344 350 398 404 452 458 506 512 -
267. 560 566 614 620 668 674 722 728 776 782 830 836 884 890 START MZ
268. 3 33 39 59 80 85 98 128 134 152 182 188 206 236 242 260 290 296 314 344 350 -
269. 368 398 404 422 452 458 476 506 512 530 560 566 584 614 620 638 668 674 692 -
270. 722 728 746 776 782 800 830 836 854 884 890 END MZ
271. SUPPORTS
272. 10 TO 17 42 TO 46 65 TO 69 88 TO 92 111 TO 115 134 TO 138 157 TO 161 -
273. 180 TO 184 203 TO 207 226 TO 230 249 TO 253 272 TO 276 295 TO 299 -
274. 318 TO 322 341 TO 345 364 TO 368 387 TO 391 FIXED
275. DEFINE REFERENCE LOADS
276. LOAD R1 LOADTYPE DEAD TITLE REF LOAD - DL
277. SELFWEIGHT Y 1
278. FLOOR LOAD
279. _2F1 FLOAD 4.9 GY
280. _2F2 FLOAD 4.9 GY
*WARNING- NO MEMBERS LOADED FOR A FLOOR LOAD GENERATION.
281. ONEWAY LOAD
282. _2F31W ONE 4.9 GY
283. MEMBER LOAD
284. 30 TO 32 34 38 40 TO 42 78 79 81 86 TO 88 125 126 129 135 TO 137 179 180 183 -
285. 189 TO 191 233 234 237 243 TO 245 287 288 291 297 TO 299 341 342 345 351 -
286. 352 TO 353 395 396 399 405 TO 407 449 450 453 459 TO 461 503 504 507 -
287. 513 TO 515 557 558 561 567 TO 569 611 612 615 621 TO 623 665 666 669 675 -
288. 676 TO 677 719 720 723 729 TO 731 773 774 777 783 TO 785 827 828 831 -
289. 837 TO 839 881 882 885 891 TO 893 UNI GY 7
290. 33 36 37 39 80 83 TO 85 128 131 132 134 182 185 186 188 236 239 240 242 290 -
291. 293 294 296 344 347 348 350 398 401 402 404 452 455 456 458 506 509 510 512 -
292. 560 563 564 566 614 617 618 620 668 671 672 674 722 725 726 728 776 779 780 -
293. 782 830 833 834 836 884 887 888 890 UNI GY 6.71
294. 27 30 75 78 122 125 176 179 230 233 284 287 338 341 392 395 446 449 500 503 -
295. 554 557 608 611 662 665 716 719 770 773 824 827 878 881 UNI GY 0.275
296. 1 TO 3 5 TO 10 57 TO 59 61 TO 64 96 TO 98 100 102 104 105 150 TO 152 154 156 -
297. 158 159 204 TO 206 208 210 212 213 258 TO 260 262 264 266 267 312 TO 314 -
298. 316 318 320 321 366 TO 368 370 372 374 375 420 TO 422 424 426 428 429 474 -
299. 475 TO 476 478 480 482 483 528 TO 530 532 534 536 537 582 TO 584 586 588 590 -
300. 591 636 TO 638 640 642 644 645 690 TO 692 694 696 698 699 744 TO 746 748 -
301. 750 752 753 798 TO 800 802 804 806 807 852 TO 854 856 858 860 -
302. 861 UNI GY 7.931
303. 4 60 99 153 207 261 315 369 423 477 531 585 639 693 747 801 855 UNI GY 7.6
304. 49 56 92 95 144 149 198 203 252 257 306 311 360 365 414 419 468 473 522 527 -
305. 576 581 630 635 684 689 738 743 792 797 846 851 900 905 UNI GY 1.425
306. 51 TO 54 56 93 TO 95 146 148 149 200 202 203 254 256 257 308 310 311 362 364 -
307. 365 416 418 419 470 472 473 524 526 527 578 580 581 632 634 635 686 688 689 -
308. 740 742 743 794 796 797 848 850 851 902 904 905 UNI GY 2.682
309. END DEFINE REFERENCE LOADS
310. FLOOR DIAPHRAGM
311. DIA 1 TYPE RIG HEI 1 JOINT 1 TO 9 36 TO 41 59 TO 64 82 TO 87 105 TO 110 128 -
312. 129 TO 133 151 TO 156 174 TO 179 197 TO 202 220 TO 225 243 TO 248 266 TO 271 -
313. 289 TO 294 312 TO 317 335 TO 340 358 TO 363 381 TO 386
314. DIA 2 TYPE RIG HEI 3.85 JOINT 18 TO 29 47 TO 55 70 TO 78 93 TO 101 -
315. 116 TO 124 139 TO 147 162 TO 170 185 TO 193 208 TO 216 231 TO 239 -
316. 254 TO 262 277 TO 285 300 TO 308 323 TO 331 346 TO 354 369 TO 377 -
317. 392 TO 400

318. DIA 3 TYPE RIG HEI 6.4 JOINT 30 TO 35 56 TO 58 79 TO 81 102 TO 104 -
319. 125 TO 127 148 TO 150 171 TO 173 194 TO 196 217 TO 219 240 TO 242 -
320. 263 TO 265 286 TO 288 309 TO 311 332 TO 334 355 TO 357 378 TO 380 -
321. 401 TO 403

*** NOTE: NEITHER "MASS" NOR "GRAVITY" REFERENCE LOADTYPE IS PRESENT.
MASS MODEL IS FORMED BY COMBINING ALL "DEAD" AND "LIVE" (IF ANY) REFERENCE LOADTYPES.

*** NOTE: MASS MODEL FORMED WILL BE USED IN SEISMIC/RESPONSE/TIME HISTORY LOADING, IF ANY.
IF MASS MODEL IS SEPARATELY PROVIDED IN INDIVIDUAL LOADING, THE GENERATED MASS
WILL BE REPLACED BY THE MASS PROVIDED IN INDIVIDUAL LOADING.

************************************************************************************

FLOOR DIAPHRAGM UNIT - KN METE
--------------- ----------------

NO. TYPE FL. LEVEL FL. WT CENTRE OF MASS MASTER JOINT NO.
X Z

1 RIGID 1.000 2701.02 33.741 2.716 404
2 RIGID 3.850 4110.41 33.866 3.251 405
3 RIGID 6.400 810.72 34.000 4.017 406

************************************************************************************

323. DEFINE UBC LOAD
324. ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 NA 1 NV 1
325. REFERENCE LOAD Y

*** NOTE: SEISMIC WEIGHT TABLE IS PRESENT.THIS WEIGHT TABLE
WILL BE CONSIDERED IN STATIC SEISMIC ANALYSIS.

326. R1 1.0
327. DEFINE WIND LOAD
328. TYPE 1 WWX
329. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
330. ASCE-7-2010:PARAMS 240.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
331. 2 6.400 M 4.000 M 4.750 M 2.000 0.010 0 -
332. 0 0 0 0 0.633 1.000 1.000 0.850 0 -
333. 0 0 0 0.882 0.800 -0.180
334. !> END GENERATED DATA BLOCK
335. INT 1.20337 1.20337 1.21153 1.21953 1.22736 1.23503 1.24256 1.24994 1.25719 -
336. 1.26431 1.2713 1.27818 1.28494 1.29159 1.29813 HEIG 0 4.572 4.71262 -
337. 4.85323 4.99385 5.13446 5.27508 5.41569 5.55631 5.69692 5.83754 -
338. 5.97815 6.11877 6.25939 6.4
339. TYPE 2 SWX
340. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
STAAD SPACE -- PAGE NO. 8

341. ASCE-7-2010:PARAMS 240.000 MPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
342. 2 6.400 M 4.000 M 4.750 M 2.000 0.010 2 -
343. 0 0 0 0 0.633 1.000 1.000 0.850 0 -
344. 0 0 0 0.882 -0.700 0.180
345. !> END GENERATED DATA BLOCK
346. INT -3.02731 -3.02731 HEIG 0 6.4
347. TYPE 3 LWX
348. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
349. ASCE-7-2010:PARAMS 240.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
350. 2 6.400 M 4.000 M 4.750 M 2.000 0.010 1 -
351. 0 0 0 0 0.633 1.000 1.000 0.850 0 -
352. 0 0 0 0.882 -0.500 0.180
353. !> END GENERATED DATA BLOCK
354. INT -0.910287 -0.910287 HEIG 0 6.4
355. TYPE 4 WWZ
356. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
357. ASCE-7-2010:PARAMS 240.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
358. 2 6.400 M 5.850 M 4.000 M 2.000 0.010 0 -
359. 0 0 0 0 0.633 1.000 1.000 0.850 0 -
360. 0 0 0 0.884 0.800 -0.180
361. !> END GENERATED DATA BLOCK
362. INT 1.20514 1.20514 1.21332 1.22133 1.22917 1.23686 1.2444 1.2518 1.25906 -
363. 1.2662 1.2732 1.2801 1.28686 1.29352 1.30008 1.30008 HEIG 0 4.572 4.71262 -
364. 4.85323 4.99385 5.13446 5.27508 5.41569 5.55631 5.69692 5.83754 -
365. 5.97815 6.11877 6.25939 6.4 6.4
366. TYPE 5 SWZ
367. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
368. ASCE-7-2010:PARAMS 240.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
369. 2 6.400 M 5.850 M 4.000 M 2.000 0.010 2 -
370. 0 0 0 0 0.633 1.000 1.000 0.850 0 -
371. 0 0 0 0.884 -0.700 0.180
372. !> END GENERATED DATA BLOCK
373. INT -1.17055 -1.17055 -1.17055 HEIG 0 6.4 6.4
374. TYPE 6 LWZ
375. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
376. ASCE-7-2010:PARAMS 240.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
377. 2 6.400 M 5.580 M 5.850 M 2.000 0.010 1 -
378. 0 0 0 0 0.633 1.000 1.000 0.850 0 -
379. 0 0 0 0.880 -0.500 0.180
380. !> END GENERATED DATA BLOCK
381. INT -0.908574 -0.908574 -0.809179 HEIG 0 6.4 6.4
382. CHECK SOFT STORY ASCE7
383. LOAD 1 LOADTYPE SEISMIC TITLE EX
384. UBC LOAD X 1 DEC 1 ACC 0.05
385. PERFORM ANALYSIS
STAAD SPACE -- PAGE NO. 9

P R O B L E M S T A T I S T I C S
-----------------------------------

NUMBER OF JOINTS 406 NUMBER OF MEMBERS 678
NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 88

SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER

ORIGINAL/FINAL BAND-WIDTH= 33/ 23/ 961 DOF
TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 963
TOTAL LOAD COMBINATION CASES = 0 SO FAR.
SIZE OF STIFFNESS MATRIX = 926 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 22.9/ 862900.9 MB

VERTICAL STRUCTURAL IRREGULARITIES : SOFT STORY CHECK - ASCE/SEI 7-05
-------- ---------- --------------

STORY FL. LEVEL IN METE S T A T U S
----- ----------------- --------------------
X Z

1 1.00 OK OK
2 3.85 OK OK
3 6.40 OK OK

NOTE : NO SOFT STOREY IS DETECTED.

***********************************************************
* *
* X DIRECTION : Ta = 0.294 Tb = 0.735 Tuser = 0.000 *
* T = 0.294, LOAD FACTOR = 1.000 *
* UBC TYPE = 97 *
* UBC FACTOR V = 0.1294 x 7650.25 = 990.03 KN *
* *
***********************************************************
STAAD SPACE -- PAGE NO. 10

************************************************************************

***NOTE: SEISMIC LOAD IS ACTING AT CENTER OF MASS FOR RIGID DIAPHRAGM.
TORSION FROM STATIC ECCENTRICITY (esi) IS INCLUDED IN ANALYSIS.
DYNAMIC ECCENTRICITY APPLIED = DEC - 1

LOAD NO.: 1 DIRECTION : X UNIT - METE

STORY LEVEL DYN. ECC. (dec) ACC. ECC. (aec) DESIGN ECC.
----- ----- --------------- --------------- ---------------
X Z X Z X Z
dec + aec dec + aec

1 1.00 0.00 0.00 3.40 0.29 0.00 0.29
2 3.85 0.00 0.00 3.40 0.29 0.00 0.29
3 6.40 0.00 0.00 3.40 0.24 0.00 0.24

************************************************************************



386. CHANGE
387. LOAD 2 LOADTYPE SEISMIC TITLE EZ
388. UBC LOAD Z 1 DEC 1 ACC 0.05
389. PERFORM ANALYSIS

VERTICAL STRUCTURAL IRREGULARITIES : SOFT STORY CHECK - ASCE/SEI 7-05
-------- ---------- --------------

STORY FL. LEVEL IN METE S T A T U S
----- ----------------- --------------------
X Z

1 1.00 OK OK
2 3.85 OK OK
3 6.40 OK OK
STAAD SPACE -- PAGE NO. 11

NOTE : NO SOFT STOREY IS DETECTED.

***********************************************************
* *
* Z DIRECTION : Ta = 0.294 Tb = 0.587 Tuser = 0.000 *
* T = 0.294, LOAD FACTOR = 1.000 *
* UBC TYPE = 97 *
* UBC FACTOR V = 0.1294 x 7650.25 = 990.03 KN *
* *
***********************************************************

************************************************************************

***NOTE: SEISMIC LOAD IS ACTING AT CENTER OF MASS FOR RIGID DIAPHRAGM.
TORSION FROM STATIC ECCENTRICITY (esi) IS INCLUDED IN ANALYSIS.
DYNAMIC ECCENTRICITY APPLIED = DEC - 1

LOAD NO.: 2 DIRECTION : Z UNIT - METE

STORY LEVEL DYN. ECC. (dec) ACC. ECC. (aec) DESIGN ECC.
----- ----- --------------- --------------- ---------------
X Z X Z X Z
dec + aec dec + aec

1 1.00 0.00 0.00 3.40 0.29 3.40 0.00
2 3.85 0.00 0.00 3.40 0.29 3.40 0.00
3 6.40 0.00 0.00 3.40 0.24 3.40 0.00

************************************************************************



390. CHANGE
391. LOAD 3 LOADTYPE WIND TITLE W1
392. WIND LOAD X 1 TYPE 1 YR 1 6.4
393. WIND LOAD -X 1 TYPE 3 YR 1 6.4
394. WIND LOAD -X 1 TYPE 2 YR 1 6.4
STAAD SPACE -- PAGE NO. 12

395. LOAD 4 LOADTYPE WIND TITLE W2
396. WIND LOAD X -1 TYPE 1 YR 1 64
397. WIND LOAD -X -1 TYPE 3 YR 1 64
398. WIND LOAD -X -1 TYPE 2 YR 1 6.4
399. LOAD 5 LOADTYPE WIND TITLE W3
400. WIND LOAD Z 1 TYPE 4 YR 1 6.4
401. WIND LOAD -Z 1 TYPE 5 YR 1 6.4
402. WIND LOAD -Z 1 TYPE 6 YR 1 6.4
403. LOAD 6 LOADTYPE WIND TITLE W4
404. WIND LOAD Z -1 TYPE 4 YR 1 6.4
405. WIND LOAD -Z -1 TYPE 5 YR 1 6.4
406. WIND LOAD -Z -1 TYPE 6 YR 1 6.4
407. LOAD 7 LOADTYPE DEAD TITLE DL
408. REFERENCE LOAD
409. R1 -1.0
410. LOAD 8 LOADTYPE LIVE TITLE LL
411. MEMBER LOAD
412. 49 56 92 95 144 149 198 203 252 257 306 311 360 365 414 419 468 473 522 527 -
413. 576 581 630 635 684 689 738 743 792 797 846 851 900 905 UNI GY -1.425
414. 27 30 75 78 122 125 176 179 230 233 284 287 338 341 392 395 446 449 500 503 -
415. 554 557 608 611 662 665 716 719 770 773 824 827 878 881 UNI GY -0.33
416. ONEWAY LOAD
417. _2F31W ONE -1.9 GY
STAAD SPACE -- PAGE NO. 13

**NOTE** about Floor/OneWay Loads/Weights.
Please note that depending on the shape of the floor you may
have to break up the FLOOR/ONEWAY LOAD into multiple commands.
For details please refer to Technical Reference Manual
Section 5.32.4.2 Note d and/or "5.32.4.3 Note f.

418. FLOOR LOAD
419. _2F2 FLOAD -1.9 GY
*WARNING- NO MEMBERS LOADED FOR A FLOOR LOAD GENERATION.
420. _2F1 FLOAD -1.9 GY
421. PERFORM ANALYSIS

VERTICAL STRUCTURAL IRREGULARITIES : SOFT STORY CHECK - ASCE/SEI 7-05
-------- ---------- --------------

STORY FL. LEVEL IN METE S T A T U S
----- ----------------- --------------------
X Z

1 1.00 OK OK
2 3.85 OK OK
3 6.40 OK OK

NOTE : NO SOFT STOREY IS DETECTED.

422. FINISH