STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 22-Jan-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KN
JOINT COORDINATES
1 0 0 0; 2 0 0 16.25; 3 0 0 32.5; 4 0 0 48.75; 5 0 0 65; 6 0 0 81.25;
7 0 0 97.5; 8 0 0 113.75; 9 0 0 131.75; 12 18 0 16.25; 13 18 0 32.5;
14 18 0 48.75; 15 18 0 65; 16 18 0 81.25; 17 18 0 97.5; 18 18 0 113.75;
19 18 0 131.75; 21 26.75 0 16.25; 22 26.75 0 7.5; 23 18 0 7.5; 24 26.75 0 32.5;
25 26.75 0 48.75; 26 26.75 0 65; 27 26.75 0 81.25; 28 26.75 0 97.5;
29 28.5 0 131.75; 30 44.75 0 131.75; 31 61 0 131.75; 32 77.25 0 131.75;
33 93.5 0 131.75; 34 109.75 0 131.75; 35 126 0 131.75; 36 142.25 0 131.75;
37 28.5 0 113.75; 38 44.75 0 113.75; 39 61 0 113.75; 40 77.25 0 113.75;
41 93.5 0 113.75; 42 109.75 0 113.75; 43 126 0 113.75; 44 142.25 0 113.75;
51 44.75 0 105; 52 61 0 105; 53 77.25 0 105; 54 93.5 0 105; 55 109.75 0 105;
56 126 0 105; 57 44.75 0 16.25; 58 44.75 0 32.5; 59 44.75 0 48.75;
60 44.75 0 65; 61 44.75 0 81.25; 62 44.75 0 97.5; 63 134.75 0 105;
64 134.75 0 113.75; 65 44.75 0 87; 66 61 0 87; 67 77.25 0 87; 68 93.5 0 87;
69 109.75 0 87; 70 126 0 87; 71 0 12 131.75; 72 18 12 131.75;
73 28.5 12 131.75; 74 44.75 12 131.75; 75 61 12 131.75; 76 77.25 12 131.75;
77 93.5 12 131.75; 78 109.75 12 131.75; 79 126 12 131.75; 80 142.25 12 131.75;
81 0 12 0; 82 0 12 16.25; 83 0 12 32.5; 84 0 12 48.75; 85 0 12 65;
86 0 12 81.25; 87 0 12 97.5; 88 0 12 113.75; 107 18 12 0; 108 18 12 16.25;
109 18 12 32.5; 110 18 12 48.75; 111 18 12 65; 112 18 12 81.25; 113 18 12 97.5;
114 18 12 113.75; 123 26.75 12 16.25; 124 26.75 12 7.5; 125 18 12 7.5;
126 26.75 12 32.5; 127 26.75 12 48.75; 128 26.75 12 65; 129 26.75 12 81.25;
130 26.75 12 97.5; 131 44.75 12 113.75; 132 61 12 113.75; 133 77.25 12 113.75;
134 93.5 12 113.75; 135 109.75 12 113.75; 136 126 12 113.75;
137 142.25 12 113.75; 138 44.75 12 105; 139 61 12 105; 140 77.25 12 105;
141 93.5 12 105; 142 109.75 12 105; 143 126 12 105; 144 44.75 12 16.25;
145 44.75 12 32.5; 146 44.75 12 48.75; 147 44.75 12 65; 148 44.75 12 81.25;
149 44.75 12 97.5; 150 134.75 12 105; 151 134.75 12 113.75; 152 44.75 12 87;
153 61 12 87; 154 77.25 12 87; 155 93.5 12 87; 156 109.75 12 87; 157 126 12 87;
193 28.5 12 113.75; 195 18 0 0; 196 0 -12 0; 197 0 -12 16.25; 198 0 -12 32.5;
199 0 -12 48.75; 200 0 -12 65; 201 0 -12 81.25; 202 0 -12 97.5;
203 0 -12 113.75; 204 0 -12 131.75; 205 18 -12 16.25; 206 18 -12 32.5;
207 18 -12 48.75; 208 18 -12 65; 209 18 -12 81.25; 210 18 -12 97.5;
211 18 -12 113.75; 212 18 -12 131.75; 213 26.75 -12 16.25; 214 26.75 -12 7.5;
216 26.75 -12 32.5; 217 26.75 -12 48.75; 218 26.75 -12 65; 219 26.75 -12 81.25;
220 26.75 -12 97.5; 221 28.5 -12 131.75; 222 44.75 -12 131.75;
223 61 -12 131.75; 224 77.25 -12 131.75; 225 93.5 -12 131.75;
226 109.75 -12 131.75; 227 126 -12 131.75; 228 142.25 -12 131.75;
229 28.5 -12 113.75; 230 44.75 -12 113.75; 231 61 -12 113.75;
232 77.25 -12 113.75; 233 93.5 -12 113.75; 234 109.75 -12 113.75;
235 126 -12 113.75; 236 142.25 -12 113.75; 237 44.75 -12 105; 238 61 -12 105;
239 77.25 -12 105; 240 93.5 -12 105; 241 109.75 -12 105; 242 126 -12 105;
243 44.75 -12 16.25; 244 44.75 -12 32.5; 245 44.75 -12 48.75; 246 44.75 -12 65;
249 134.75 -12 105; 251 44.75 -12 87; 252 61 -12 87; 253 77.25 -12 87;
254 93.5 -12 87; 255 109.75 -12 87; 256 126 -12 87; 257 18 -12 0;
258 28.5 0 97.5; 259 28.5 12 97.5; 261 44.75 -12 81.25;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 12 12 13; 13 13 14;
14 14 15; 15 15 16; 16 16 17; 17 17 18; 18 18 19; 21 21 22; 22 23 12; 23 22 23;
24 21 24; 25 24 25; 26 25 26; 27 26 27; 28 27 28; 29 19 29; 30 9 19; 32 30 31;
33 31 32; 34 32 33; 35 33 34; 36 34 35; 37 35 36; 39 30 38; 40 31 39; 41 32 40;
42 33 41; 43 34 42; 44 35 43; 45 36 44; 57 38 39; 58 40 39; 59 40 41; 60 41 42;
61 42 43; 62 43 64; 63 29 30; 64 21 57; 65 24 58; 66 25 59; 67 26 60; 68 27 61;
69 28 258; 70 57 58; 71 58 59; 72 59 60; 73 60 61; 74 61 65; 75 62 51;
76 51 52; 77 52 53; 78 53 54; 79 54 55; 80 55 56; 81 56 63; 82 64 44; 83 63 64;
84 65 62; 85 51 65; 86 52 66; 87 53 67; 88 54 68; 89 55 69; 90 56 70; 92 65 66;
93 66 67; 94 67 68; 95 68 69; 96 69 70; 97 7 17; 98 6 16; 99 5 15; 100 4 14;
101 3 13; 102 2 12; 103 9 71; 104 19 72; 105 29 73; 106 30 74; 107 31 75;
108 32 76; 109 33 77; 110 34 78; 111 35 79; 112 36 80; 113 72 73; 114 71 72;
115 74 75; 116 75 76; 117 76 77; 118 77 78; 119 78 79; 120 79 80; 121 73 74;
122 1 81; 123 2 82; 124 3 83; 125 4 84; 126 5 85; 127 6 86; 128 7 87; 129 8 88;
131 81 82; 132 82 83; 133 83 84; 134 84 85; 135 85 86; 136 86 87; 137 87 88;
138 88 71; 175 12 108; 176 13 109; 177 14 110; 178 15 111; 179 16 112;
180 17 113; 181 18 114; 190 81 107; 191 107 125; 192 108 109; 193 109 110;
194 110 111; 195 111 112; 196 112 113; 197 113 114; 198 114 72; 208 21 123;
209 22 124; 210 125 108; 212 24 126; 213 25 127; 214 26 128; 215 27 129;
216 28 130; 217 38 131; 218 39 132; 219 40 133; 220 41 134; 221 42 135;
222 43 136; 223 44 137; 224 51 138; 225 52 139; 226 53 140; 227 54 141;
228 55 142; 229 56 143; 230 57 144; 231 58 145; 232 59 146; 233 60 147;
236 63 150; 238 65 152; 239 66 153; 240 67 154; 241 68 155; 242 69 156;
243 70 157; 244 123 124; 245 124 125; 246 123 126; 247 126 127; 248 127 128;
249 128 129; 250 129 130; 251 74 131; 252 75 132; 253 76 133; 254 77 134;
255 78 135; 256 79 136; 257 80 137; 258 131 132; 259 133 132; 260 133 134;
261 134 135; 262 135 136; 263 136 151; 264 123 144; 265 126 145; 266 127 146;
267 128 147; 268 129 148; 269 130 259; 270 144 145; 271 145 146; 272 146 147;
273 147 148; 274 148 152; 275 138 139; 276 139 140; 277 140 141; 278 141 142;
279 142 143; 280 143 150; 281 151 137; 282 150 151; 283 152 149; 284 138 152;
285 139 153; 286 140 154; 287 141 155; 288 142 156; 289 143 157; 290 152 153;
291 153 154; 292 154 155; 293 155 156; 294 156 157; 382 37 193; 384 82 108;
387 83 109; 389 84 110; 391 85 111; 393 86 112; 395 87 113; 397 88 114;
398 1 195; 399 195 107; 400 195 23; 401 1 196; 402 2 197; 403 3 198; 404 4 199;
405 5 200; 406 6 201; 407 7 202; 408 8 203; 409 9 204; 410 12 205; 411 13 206;
412 14 207; 413 15 208; 414 16 209; 415 17 210; 416 18 211; 417 19 212;
418 21 213; 419 22 214; 421 24 216; 422 25 217; 423 26 218; 424 27 219;
425 28 220; 426 29 221; 427 30 222; 428 31 223; 429 32 224; 430 33 225;
431 34 226; 432 35 227; 433 36 228; 434 37 229; 435 38 230; 436 39 231;
437 40 232; 438 41 233; 439 42 234; 440 43 235; 441 44 236; 442 51 237;
443 52 238; 444 53 239; 445 54 240; 446 55 241; 447 56 242; 448 57 243;
449 58 244; 450 59 245; 451 60 246; 454 63 249; 456 65 251; 457 66 252;
458 67 253; 459 68 254; 460 69 255; 461 70 256; 462 195 257; 463 8 18;
464 18 37; 465 37 38; 466 114 193; 467 193 131; 471 193 73; 472 37 29;
473 258 62; 474 37 258; 475 259 149; 476 193 259; 486 148 61; 487 61 261;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.01771e+006
POISSON 0.17
DENSITY 0.668728
ALPHA 5e-006
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2562.18
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
12 13 15 TO 18 22 24 TO 26 39 TO 45 57 58 60 TO 62 64 TO 67 78 TO 80 82 87 -
88 TO 90 97 TO 102 190 TO 193 195 TO 198 210 246 TO 248 251 TO 259 -
261 TO 267 277 TO 279 281 286 TO 289 384 387 389 391 393 395 398 -
400 PRIS YD 1.54167 ZD 0.75
21 23 81 83 209 236 244 245 280 282 419 454 PRIS YD 0.75 ZD 0.75
MEMBER PROPERTY AMERICAN
103 TO 112 122 TO 129 175 TO 181 208 212 TO 233 238 TO 243 382 399 -
401 TO 418 421 TO 451 456 TO 462 486 487 PRIS YD 1.5 ZD 1
MEMBER PROPERTY AMERICAN
1 TO 8 14 27 TO 30 32 TO 37 59 63 68 TO 77 84 TO 86 92 TO 96 113 TO 121 131 -
132 TO 138 194 249 250 260 268 TO 276 283 TO 285 290 TO 294 397 463 TO 467 -
471 TO 476 PRIS YD 1.54167 ZD 1
CONSTANTS
BETA 90 MEMB 103 TO 112 129 181 217 TO 229 236 238 TO 243 382 408 409 416 -
417 426 TO 447 454 456 TO 461
MATERIAL CONCRETE ALL
SUPPORTS
196 TO 214 216 TO 246 249 251 TO 257 261 FIXED
UNIT METER KN
DEFINE 1893 LOAD
ZONE 0.24 RF 5 I 1.5 SS 2 ST 1 PX 0.5 PZ 0.5 DT 1.5
SELFWEIGHT 1 
MEMBER WEIGHT
1 TO 8 12 TO 18 21 TO 30 32 TO 37 39 TO 45 57 TO 90 92 TO 102 113 TO 121 131 -
132 TO 138 190 TO 198 210 244 TO 294 384 387 389 391 393 395 397 398 400 463 -
464 TO 467 471 TO 476 CON -16
FLOOR WEIGHT
YRANGE 0 7.315 FLOAD -6
YRANGE 0 7.315 FLOAD -2
LOAD 2 LOADTYPE Seismic  TITLE EQ X
1893 LOAD X 1
LOAD 3 LOADTYPE Seismic  TITLE EQ Z
1893 LOAD Z 1
LOAD 4 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
MEMBER LOAD
1 TO 8 12 TO 18 21 TO 30 32 TO 37 39 TO 45 57 TO 90 92 TO 102 113 TO 121 131 -
132 TO 138 190 TO 198 210 244 TO 294 384 387 389 391 393 395 397 398 400 463 -
464 TO 467 471 TO 476 UNI GY -13.5
FLOOR LOAD
YRANGE 0 0 FLOAD -6 GY
LOAD 1 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 0 7.315 FLOAD -4 GY
LOAD COMB 5 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
4 1.5 1 1.5 
LOAD COMB 6 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
4 1.2 1 1.2 
LOAD COMB 7 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
4 1.2 1 1.2 2 1.2 
LOAD COMB 8 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
4 1.2 1 1.2 3 1.2 
LOAD COMB 9 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
4 1.2 1 1.2 2 -1.2 
LOAD COMB 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
4 1.2 1 1.2 3 -1.2 
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 7
4 1.5 
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
4 1.5 2 1.5 
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
4 1.5 3 1.5 
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
4 1.5 2 -1.5 
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
4 1.5 3 -1.5 
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 12
4 0.9 2 1.5 
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 13
4 0.9 3 1.5 
LOAD COMB 18 GENERATED INDIAN CODE GENRAL_STRUCTURES 14
4 0.9 2 -1.5 
LOAD COMB 19 GENERATED INDIAN CODE GENRAL_STRUCTURES 15
4 0.9 3 -1.5 
PERFORM ANALYSIS PRINT ALL
START CONCRETE DESIGN
CODE INDIAN
DESIGN BEAM 1 TO 8 12 TO 18 21 TO 30 32 TO 37 39 TO 45 57 TO 90 92 TO 102 -
113 TO 121 131 TO 138 190 TO 198 210 244 TO 294 384 387 389 391 393 395 397 -
398 400 463 TO 467 471 TO 476
DESIGN COLUMN 103 TO 112 122 TO 129 175 TO 181 208 209 212 TO 233 236 238 -
239 TO 243 382 399 401 TO 419 421 TO 451 454 456 TO 462 486 487
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
