STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 06-Jul-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 5 0 0; 3 10.1 0 0; 4 0 0 4.11; 5 10.1 0 4.11; 6 0 0 8.71;
7 10.1 0 8.71; 8 0 0 13.11; 9 0 0 15.16; 10 3.38 0 13.11; 11 3.38 0 15.16;
12 8.38 0 13.11; 13 8.38 0 15.16; 14 10.1 0 15.16; 15 5 0 4.11;
16 10.1 0 13.11; 17 3.38 0 8.71; 18 0 -2 0; 19 5 -2 0; 20 10.1 -2 0;
21 0 -2 4.11; 22 10.1 -2 4.11; 23 0 -2 8.71; 24 10.1 -2 8.71; 25 0 -2 13.11;
26 0 -2 15.16; 27 3.38 -2 13.11; 28 3.38 -2 15.16; 29 8.38 -2 13.11;
30 8.38 -2 15.16; 31 10.1 -2 15.16; 32 0 3.66 0; 33 5 3.66 0; 34 10.1 3.66 0;
35 0 3.66 4.11; 36 5 3.66 4.11; 37 0 3.66 8.71; 38 0 3.66 13.11;
39 3.38 3.66 13.11; 40 8.38 3.66 13.11; 41 0 3.66 15.16; 42 3.38 3.66 15.16;
43 8.38 3.66 15.16; 44 10.1 3.66 15.16; 45 10.1 3.66 4.11; 46 10.1 3.66 8.71;
47 10.1 3.66 13.11; 48 2.5 3.66 0; 49 2.5 3.66 4.11; 50 7.55 3.66 0;
51 7.55 3.66 4.11; 52 2.5 3.66 8.71; 53 2.5 3.66 13.11; 54 6.3 3.66 8.71;
55 6.3 3.66 13.11; 56 6.3 3.66 4.11; 57 0 7.26 0; 58 2.5 7.26 0; 59 5 7.26 0;
60 7.55 7.26 0; 61 0 7.26 4.11; 62 2.5 7.26 4.11; 63 0 7.26 8.71;
64 2.5 7.26 8.71; 65 0 7.26 13.11; 66 2.5 7.26 13.11; 67 3.38 7.26 13.11;
68 6.3 7.26 13.11; 69 0 7.26 15.16; 70 3.38 7.26 15.16; 71 8.38 7.26 15.16;
72 10.1 7.26 15.16; 73 5 7.26 4.11; 74 6.3 7.26 4.11; 75 10.1 7.26 0;
76 10.1 7.26 4.11; 77 10.1 7.26 8.71; 78 10.1 7.26 13.11; 79 8.38 7.26 13.11;
80 0 3.6 0; 87 0 3.6 13.11; 88 0 3.6 15.16; 89 3.38 3.6 13.11;
90 3.38 3.6 15.16; 91 8.38 3.6 13.11; 92 8.38 3.6 15.16; 93 10.1 3.6 15.16;
94 7.55 7.26 4.11; 95 6.3 7.26 8.71; 96 0 10.86 0; 97 2.5 10.86 0;
98 5 10.86 0; 99 7.55 10.86 0; 100 0 10.86 4.11; 101 2.5 10.86 4.11;
102 0 10.86 8.71; 103 2.5 10.86 8.71; 104 0 10.86 13.11; 105 2.5 10.86 13.11;
106 3.38 10.86 13.11; 107 6.3 10.86 13.11; 108 0 10.86 15.16;
109 3.38 10.86 15.16; 110 8.38 10.86 15.16; 111 10.1 10.86 15.16;
112 5 10.86 4.11; 113 6.3 10.86 4.11; 114 10.1 10.86 0; 115 10.1 10.86 4.11;
116 10.1 10.86 8.71; 117 10.1 10.86 13.11; 118 8.38 10.86 13.11; 119 0 7.2 0;
121 10.1 7.2 0; 122 0 7.2 4.11; 124 0 7.2 8.71; 126 0 7.2 13.11;
127 0 7.2 15.16; 128 3.38 7.2 13.11; 129 3.38 7.2 15.16; 130 8.38 7.2 13.11;
131 8.38 7.2 15.16; 132 10.1 7.2 15.16; 133 7.55 10.86 4.11;
134 6.3 10.86 8.71; 135 0 14.46 0; 136 5 14.46 0; 137 0 14.46 4.11;
138 0 14.46 8.71; 139 0 14.46 13.11; 140 3.38 14.46 13.11; 141 0 14.46 15.16;
142 3.38 14.46 15.16; 143 8.38 14.46 15.16; 144 10.1 14.46 15.16;
145 5 14.46 4.11; 146 10.1 14.46 0; 147 10.1 14.46 4.11; 148 10.1 14.46 8.71;
149 10.1 14.46 13.11; 150 8.38 14.46 13.11; 151 0 10.8 0; 152 5 10.8 0;
153 10.1 10.8 0; 154 0 10.8 4.11; 155 10.1 10.8 4.11; 156 0 10.8 8.71;
157 10.1 10.8 8.71; 158 0 10.8 13.11; 159 0 10.8 15.16; 160 3.38 10.8 13.11;
161 3.38 10.8 15.16; 162 8.38 10.8 13.11; 163 8.38 10.8 15.16;
164 10.1 10.8 15.16; 165 0 18.06 0; 166 5 18.06 0; 167 0 18.06 4.11;
168 0 18.06 8.71; 169 0 18.06 13.11; 170 3.38 18.06 13.11; 171 0 18.06 15.16;
172 3.38 18.06 15.16; 173 8.38 18.06 15.16; 174 10.1 18.06 15.16;
175 10.1 18.06 0; 176 10.1 18.06 4.11; 177 10.1 18.06 8.71;
178 10.1 18.06 13.11; 179 8.38 18.06 13.11; 180 0 14.4 0; 181 5 14.4 0;
182 10.1 14.4 0; 183 0 14.4 4.11; 184 10.1 14.4 4.11; 185 0 14.4 8.71;
186 10.1 14.4 8.71; 187 0 14.4 13.11; 188 0 14.4 15.16; 189 3.38 14.4 13.11;
190 3.38 14.4 15.16; 191 8.38 14.4 13.11; 192 8.38 14.4 15.16;
193 10.1 14.4 15.16; 194 4 14.46 0; 195 4 14.46 4.11; 196 8.8 14.46 4.11;
197 8.8 14.46 0; 198 8.8 14.46 8.71; 199 1.4 14.46 8.71; 200 1.4 14.46 4.11;
201 5 14.46 8.71; 202 7.7 14.46 8.71; 203 7.7 14.46 13.11; 204 3.46 14.46 8.71;
205 3.46 14.46 13.11; 206 5 18.06 4.11; 207 2.5 18.06 0; 208 2.5 18.06 4.11;
209 7.55 18.06 0; 210 7.55 18.06 4.11; 211 2.5 18.06 8.71; 212 2.5 18.06 13.11;
213 6.3 18.06 8.71; 214 6.3 18.06 13.11; 215 6.3 18.06 4.11;
216 8.38 21.06 15.16; 217 10.1 21.06 15.16; 218 10.1 21.06 13.11;
219 8.38 21.06 13.11; 220 0 21.06 13.11; 221 3.38 21.06 13.11;
222 0 21.06 15.16; 223 3.38 21.06 15.16; 224 10.1 14.46 11.91;
225 7.7 14.46 11.91; 226 0 14.46 6.41; 227 1.4 14.46 6.41; 228 0 1.8 13.11;
229 0 1.8 15.16; 230 0 5.40001 13.11; 231 0 5.40001 15.16; 232 0 9.00002 13.11;
233 0 9.00002 15.16; 234 0 12.6 13.11; 235 0 12.6 15.16; 236 0 16.2 13.11;
237 0 16.2 15.16; 238 0 22.56 13.11; 239 3.38 22.56 13.11; 240 0 22.56 15.16;
241 3.38 22.56 15.16; 242 8.38 19.06 15.16; 243 10.1 19.06 15.16;
244 10.1 19.06 13.11; 245 8.38 19.06 13.11;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 4 15; 4 6 17; 5 8 10; 6 10 12; 7 9 11; 8 11 13; 9 13 14;
10 1 4; 11 4 6; 12 6 8; 13 228 229; 14 15 5; 15 2 15; 16 3 5; 17 5 7; 18 7 16;
19 16 14; 20 12 16; 21 10 11; 22 12 13; 23 17 7; 24 10 17; 25 1 18; 26 2 19;
27 3 20; 28 4 21; 29 5 22; 30 6 23; 31 7 24; 32 8 25; 33 9 26; 34 10 27;
35 11 28; 36 12 29; 37 13 30; 38 14 31; 39 32 48; 40 33 50; 41 35 49; 42 37 52;
43 38 53; 44 39 55; 45 41 42; 46 42 43; 47 43 44; 48 32 35; 49 35 37; 50 37 38;
52 36 56; 53 33 36; 54 34 45; 55 45 46; 56 46 47; 57 47 44; 58 40 47; 59 39 42;
60 40 43; 63 32 80; 64 33 2; 65 34 3; 66 35 4; 67 45 5; 68 37 6; 69 46 7;
70 38 87; 71 41 88; 72 39 89; 73 42 90; 74 40 91; 75 43 92; 76 44 93; 77 48 33;
78 49 36; 79 48 49; 80 50 34; 81 51 45; 82 50 51; 83 52 54; 84 49 52; 85 53 39;
86 52 53; 87 54 46; 88 55 40; 89 54 55; 90 56 51; 91 56 54; 92 57 58; 93 59 60;
94 61 62; 95 63 64; 96 65 66; 97 67 68; 98 69 70; 99 70 71; 100 71 72;
101 57 61; 102 61 63; 103 63 65; 105 73 74; 106 59 73; 107 75 76; 108 76 77;
109 77 78; 110 78 72; 111 79 78; 112 67 70; 113 79 71; 114 80 1; 115 57 119;
117 59 33; 119 75 121; 121 61 122; 123 76 45; 125 63 124; 127 77 46;
128 87 228; 129 65 126; 130 88 229; 131 69 127; 132 89 10; 133 67 128;
134 90 11; 135 70 129; 136 91 12; 137 79 130; 138 92 13; 139 71 131; 140 93 14;
141 72 132; 142 58 59; 143 62 73; 144 58 62; 145 60 75; 146 94 76; 147 60 94;
148 64 95; 149 62 64; 150 66 67; 151 64 66; 152 95 77; 153 68 79; 154 95 68;
155 74 94; 156 74 95; 157 96 97; 158 98 99; 159 100 101; 160 102 103;
161 104 105; 162 106 107; 163 108 109; 164 109 110; 165 110 111; 166 96 100;
167 100 102; 168 102 104; 170 112 113; 171 98 112; 172 114 115; 173 115 116;
174 116 117; 175 117 111; 176 118 117; 177 106 109; 178 118 110; 179 119 32;
180 96 151; 182 98 152; 183 121 34; 184 114 153; 185 122 35; 186 100 154;
188 115 155; 189 124 37; 190 102 156; 192 116 157; 193 126 230; 194 104 158;
195 127 231; 196 108 159; 197 128 39; 198 106 160; 199 129 42; 200 109 161;
201 130 40; 202 118 162; 203 131 43; 204 110 163; 205 132 44; 206 111 164;
207 97 98; 208 101 112; 209 97 101; 210 99 114; 211 133 115; 212 99 133;
213 103 134; 214 101 103; 215 105 106; 216 103 105; 217 134 116; 218 107 118;
219 134 107; 220 113 133; 221 113 134; 222 135 194; 223 136 197; 224 137 200;
225 138 199; 226 139 140; 227 140 205; 228 141 142; 229 142 143; 230 143 144;
231 135 137; 232 137 226; 233 138 139; 235 145 196; 236 136 145; 237 146 147;
238 147 148; 239 148 224; 240 149 144; 241 150 149; 242 140 142; 243 150 143;
244 151 57; 245 135 180; 246 152 59; 247 136 181; 248 153 75; 249 146 182;
250 154 61; 251 137 183; 252 155 76; 253 147 184; 254 156 63; 255 138 185;
256 157 77; 257 148 186; 258 158 232; 259 139 187; 260 159 233; 261 141 188;
262 160 67; 263 140 189; 264 161 70; 265 142 190; 266 162 79; 267 150 191;
268 163 71; 269 143 192; 270 164 72; 271 144 193; 273 195 200; 278 201 204;
282 198 202; 287 165 207; 288 166 209; 289 167 208; 290 168 211; 291 169 212;
292 170 214; 293 171 172; 294 172 173; 295 173 174; 296 165 167; 297 167 168;
298 168 169; 299 169 171; 302 175 176; 303 176 177; 304 177 178; 305 178 174;
306 179 178; 307 170 172; 308 179 173; 309 180 96; 310 165 135; 311 181 98;
312 166 136; 313 182 114; 314 175 146; 315 183 100; 316 167 137; 317 184 115;
318 176 147; 319 185 102; 320 168 138; 321 186 116; 322 177 148; 323 187 234;
324 169 236; 325 188 235; 326 171 237; 327 189 106; 328 170 140; 329 190 109;
330 172 142; 331 191 118; 332 179 150; 333 192 110; 334 173 143; 335 193 111;
336 174 144; 353 194 195; 356 197 196; 363 200 227; 370 194 136; 371 195 145;
428 196 147; 429 197 146; 430 198 148; 433 196 198; 435 145 201; 436 202 201;
437 203 150; 438 202 225; 439 204 199; 440 205 203; 441 204 205; 442 206 215;
443 166 206; 444 207 166; 445 208 206; 446 207 208; 447 209 175; 448 210 176;
449 209 210; 450 211 213; 451 208 211; 452 212 170; 453 211 212; 454 213 177;
455 214 179; 456 213 214; 457 215 210; 458 215 213; 459 173 242; 460 174 243;
461 178 244; 462 179 245; 463 216 217; 464 218 217; 465 219 218; 466 219 216;
467 169 220; 468 170 221; 469 171 222; 470 172 223; 471 220 221; 472 222 223;
473 220 222; 474 221 223; 475 224 149; 476 224 225; 477 225 203; 478 226 138;
479 227 199; 480 226 227; 481 228 8; 482 229 9; 483 230 38; 484 231 41;
485 230 231; 486 232 65; 487 233 69; 488 232 233; 489 234 104; 490 235 108;
491 234 235; 492 236 139; 493 237 141; 494 236 237; 495 8 9; 496 220 238;
497 221 239; 498 222 240; 499 223 241; 500 238 239; 501 240 241; 502 238 240;
503 239 241; 504 242 216; 505 243 217; 506 244 218; 507 245 219; 508 242 243;
509 244 243; 510 245 244; 511 245 242;
START GROUP DEFINITION
FLOOR
_001_1STFL2WAY 39 TO 44 48 TO 50 52 TO 56 58 63 TO 69 77 TO 91
_002_1STFL_1WAY 44 46 59 60 88
_003_2NDFL_2WAY 92 TO 97 101 TO 103 105 TO 109 111 115 117 119 121 123 125 -
127 142 TO 156
_004_2ND_1WAY 97 99 112 113 153
_0053RDFL_2WAY 157 TO 162 166 TO 168 170 TO 174 176 180 182 184 186 188 190 -
192 207 TO 221
_006_3RDFL_1WAY 162 164 177 178 218
_009_TERRFL_2WAY 287 TO 292 296 TO 298 302 TO 304 306 442 TO 458
_101_TERRFL_1WAY 292 294 307 308 455
_007_4THFL_2WAY 222 TO 227 231 TO 233 235 236 239 245 247 251 255 257 259 -
263 273 278 282 353 356 363 371 430 433 435 436 438 TO 441 476 TO 480
_008_4THFL_1WAY 227 229 236 TO 238 241 TO 243 247 249 253 257 263 265 267 -
269 353 356 370 371 428 TO 430 433 437 440 475 TO 477
_102_LIFT_BT_2WA 508 TO 511
_103_LIFT_TP_2WA 463 TO 466
_104_WT_BT_2WAY 471 TO 474
_105_WT_TP_2WA 500 TO 503
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17184e+07
POISSON 0.17
DENSITY 23.5615
ALPHA 5.5e-06
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27578.9
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 2 5 TO 12 15 TO 22 24 495 PRIS YD 0.375 ZD 0.23
3 4 14 23 PRIS YD 0.45 ZD 0.23
32 33 35 TO 38 128 130 134 136 138 140 193 195 196 199 TO 201 203 TO 206 258 -
260 261 264 TO 266 268 TO 271 323 TO 326 329 TO 336 459 TO 462 467 469 470 -
481 TO 484 486 487 489 490 492 493 496 498 499 504 TO 506 -
507 PRIS YD 0.375 ZD 0.3
25 TO 31 65 TO 69 114 123 127 179 180 182 TO 186 188 TO 190 192 244 246 248 -
250 TO 257 309 TO 322 PRIS YD 0.525 ZD 0.375
39 40 45 TO 50 53 TO 57 59 60 63 64 71 73 75 TO 77 79 80 82 84 86 89 -
91 TO 93 98 TO 103 106 TO 110 113 115 117 119 121 125 129 141 142 144 145 -
147 149 151 154 156 TO 158 163 TO 168 171 TO 175 177 178 207 209 210 212 -
214 216 219 221 287 288 293 TO 299 302 TO 305 307 308 443 444 446 447 449 -
451 453 456 458 PRIS YD 0.5 ZD 0.3
41 42 52 78 81 83 87 90 94 95 105 143 146 148 152 155 159 160 170 208 211 -
213 217 220 289 290 442 445 448 450 454 457 PRIS YD 0.425 ZD 0.3
228 TO 233 236 TO 240 242 243 353 356 363 433 435 438 441 475 TO 479 -
480 PRIS YD 0.425 ZD 0.3
112 131 135 139 222 TO 225 235 245 247 249 273 278 282 370 371 428 TO 430 -
436 439 PRIS YD 0.575 ZD 0.375
13 463 TO 466 485 488 491 494 500 TO 503 PRIS YD 0.3 ZD 0.23
471 TO 474 508 TO 511 PRIS YD 0.425 ZD 0.23
MEMBER PROPERTY AMERICAN
137 161 162 176 194 202 215 218 226 227 241 259 267 291 292 306 437 440 452 -
455 PRIS YD 0.575 ZD 0.375
43 44 58 70 74 85 88 96 97 111 150 153 PRIS YD 0.65 ZD 0.375
MEMBER PROPERTY AMERICAN
34 72 132 133 197 198 262 263 327 328 468 497 PRIS YD 0.45 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
18 TO 31 FIXED
****************EQ DEFINATION********************
DEFINE IS1893 2016 LOAD
ZONE 0.1 RF 3 I 1.2 SS 2 ST 1 DM 0.0005 DT 2
SELFWEIGHT 1 
MEMBER WEIGHT
4 5 7 9 12 19 20 22 24 39 40 43 TO 45 47 TO 50 54 TO 58 60 63 70 TO 77 80 -
85 88 92 93 96 TO 98 100 TO 103 107 TO 111 113 115 119 121 125 129 131 133 -
135 137 139 141 142 145 150 153 157 158 161 TO 163 165 TO 168 172 TO 176 -
178 180 182 184 186 188 190 192 194 196 198 200 202 204 206 207 210 215 218 -
222 223 226 TO 228 230 TO 233 237 TO 241 243 245 247 249 251 253 255 257 -
259 261 263 265 267 269 271 291 293 299 307 370 429 437 440 452 475 478 495 -
508 TO 511 UNI 14
224 225 227 235 236 247 251 253 255 257 263 273 278 282 353 356 363 370 371 -
428 430 433 436 438 439 441 476 477 479 480 UNI 7
46 73 75 99 100 135 139 164 200 204 229 287 288 294 TO 298 302 TO 306 308 -
444 447 UNI 4.6
471 TO 474 UNI 4.875
13 21 59 72 73 112 133 135 177 198 200 242 307 485 488 491 494 UNI 17.5
****************SEIDMIC WEIGHT DUE TO DEAD LOAD OF SLAB**************
FLOOR WEIGHT
YRANGE 3.66 3.66 FLOAD 5.125 XRANGE 0 10.1 ZRANGE 0 13.1
YRANGE 3.66 3.66 FLOAD 5.125 XRANGE 3.38 8.38 ZRANGE 13.11 15.16
YRANGE 7.26 7.26 FLOAD 5.125 XRANGE 0 10.1 ZRANGE 0 13.11
YRANGE 10.86 10.86 FLOAD 5.125 XRANGE 0 10.1 ZRANGE 0 13.11
YRANGE 14.46 14.46 FLOAD 5.125 XRANGE 0 4 ZRANGE 0 4.11
YRANGE 14.46 14.46 FLOAD 5.125 XRANGE 5 8.8 ZRANGE 0 4.11
YRANGE 14.46 14.46 FLOAD 5.125 XRANGE 0 8.8 ZRANGE 4.11 8.71
YRANGE 14.46 14.46 FLOAD 5.125 XRANGE 0 10.1 ZRANGE 8.71 13.11
YRANGE 14.46 14.46 FLOAD 5.125 XRANGE 8.8 10.1 ZRANGE 4.11 8.71
YRANGE 14.46 14.46 FLOAD 5.125 XRANGE 3.38 8.38 ZRANGE 13.11 15.16
YRANGE 7.26 7.26 FLOAD 5.125 XRANGE 3.38 8.38 ZRANGE 13.11 15.16
YRANGE 10.86 10.86 FLOAD 5.125 XRANGE 3.38 8.38 ZRANGE 13.11 15.16
YRANGE 18.06 18.06 FLOAD 5.125 XRANGE 0 10.1 ZRANGE 0 13.11
YRANGE 21.06 21.06 FLOAD 15.75 XRANGE 0 3.38 ZRANGE 13.11 15.16
YRANGE 19.06 19.06 FLOAD 15.75 XRANGE 8.38 10.1 ZRANGE 13.11 15.16
YRANGE 22.56 22.56 FLOAD 3.125 XRANGE 0 3.38 ZRANGE 13.11 15.16
YRANGE 21.06 21.06 FLOAD 3.125 XRANGE 8.38 10.1 ZRANGE 13.11 15.16
YRANGE 14.46 14.46 FLOAD 5.125 XRANGE 4 5 ZRANGE 0 4.11
YRANGE 14.46 14.46 FLOAD 5.125 XRANGE 8.8 10.1 ZRANGE 0 4.11
YRANGE 18.06 18.06 FLOAD 5.125 XRANGE 3.38 8.38 ZRANGE 13.11 15.16
**************************SEISMIC WEIGHT DUE TO LIVE LOAD***********
MEMBER WEIGHT
13 21 59 112 133 177 242 307 485 488 491 494 UNI 2.06
FLOOR WEIGHT
YRANGE 3.66 3.66 FLOAD 0.5 XRANGE 0 10.1 ZRANGE 0 13.1
YRANGE 3.66 3.66 FLOAD 0.5 XRANGE 3.38 8.38 ZRANGE 13.11 15.16
YRANGE 7.26 7.26 FLOAD 0.5 XRANGE 0 10.1 ZRANGE 0 13.11
YRANGE 10.86 10.86 FLOAD 0.5 XRANGE 0 10.1 ZRANGE 0 13.11
YRANGE 14.46 14.46 FLOAD 0.5 XRANGE 0 4 ZRANGE 0 4.11
YRANGE 14.46 14.46 FLOAD 0.5 XRANGE 5 8.8 ZRANGE 0 4.11
YRANGE 14.46 14.46 FLOAD 0.5 XRANGE 0 8.8 ZRANGE 4.11 8.71
YRANGE 14.46 14.46 FLOAD 0.5 XRANGE 0 10.1 ZRANGE 8.71 13.11
YRANGE 14.46 14.46 FLOAD 0.5 XRANGE 8.8 10.1 ZRANGE 4.11 8.71
YRANGE 14.46 14.46 FLOAD 0.5 XRANGE 3.38 8.38 ZRANGE 13.11 15.16
YRANGE 7.26 7.26 FLOAD 0.5 XRANGE 3.38 8.38 ZRANGE 13.11 15.16
YRANGE 10.86 10.86 FLOAD 0.5 XRANGE 3.38 8.38 ZRANGE 13.11 15.16
YRANGE 18.06 18.06 FLOAD 0.5 XRANGE 0 10.1 ZRANGE 0 13.11
YRANGE 21.06 21.06 FLOAD 0.5 XRANGE 0 3.38 ZRANGE 13.11 15.16
YRANGE 19.06 19.06 FLOAD 0.5 XRANGE 8.38 10.1 ZRANGE 13.11 15.16
YRANGE 22.56 22.56 FLOAD 0.5 XRANGE 0 3.38 ZRANGE 13.11 15.16
YRANGE 21.06 21.06 FLOAD 0.5 XRANGE 8.38 10.1 ZRANGE 13.11 15.16
YRANGE 14.46 14.46 FLOAD 0.5 XRANGE 4 5 ZRANGE 0 4.11
YRANGE 14.46 14.46 FLOAD 0.5 XRANGE 8.8 10.1 ZRANGE 0 4.11
YRANGE 18.06 18.06 FLOAD 0.5 XRANGE 3.38 8.38 ZRANGE 13.11 15.16
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 1.125 HEIG  20
*****************************SEIDMIC DEFINATION ENDS**********
LOAD 1 LOADTYPE None  TITLE EQ XP
1893 LOAD X 1
LOAD 2 LOADTYPE None  TITLE EQ XN
1893 LOAD X -1
LOAD 3 LOADTYPE None  TITLE EQ ZP
1893 LOAD Z 1
LOAD 4 LOADTYPE None  TITLE EQ ZN
1893 LOAD Z -1
LOAD 5 LOADTYPE None  TITLE DL
SELFWEIGHT Y -1 
MEMBER LOAD
4 5 7 9 12 19 20 22 24 39 40 43 TO 45 47 TO 50 54 TO 58 60 63 70 TO 77 80 -
85 88 92 93 96 TO 98 100 TO 103 107 TO 111 113 115 119 121 125 129 131 133 -
135 137 139 141 142 145 150 153 157 158 161 TO 163 165 TO 168 172 TO 176 -
178 180 182 184 186 188 190 192 194 196 198 200 202 204 206 207 210 215 218 -
222 223 226 TO 228 230 TO 233 237 TO 241 243 245 247 249 251 253 255 257 -
259 261 263 265 267 269 271 291 293 299 307 370 429 437 440 452 475 478 495 -
508 TO 511 UNI GY -14
69 UNI GY -14 0 0.0600002
68 UNI GY -14 0 0.0600002
64 UNI GY -14 0 0.0600002
67 UNI GY -14 0 0.0600002
117 UNI GY -14 0 0.0600004
123 UNI GY -14 0 0.0600004
65 UNI GY -14 0 0.0600002
66 UNI GY -14 0 0.0600002
127 UNI GY -14 0 0.0600004
224 225 227 235 236 247 251 253 255 257 263 273 278 282 353 356 363 370 371 -
428 430 433 436 438 439 441 476 477 479 480 UNI GY -7
46 73 75 99 100 135 139 164 200 204 229 287 288 294 TO 298 302 TO 306 308 -
444 447 UNI GY -4.6
471 TO 474 UNI GY -4.875
13 21 59 72 73 112 133 135 177 198 200 242 307 485 488 491 494 UNI GY -17.5
FLOOR LOAD
YRANGE 3.66 3.66 FLOAD -5.125 XRANGE 0 10.1  ZRANGE 0 13.1  GY
ONEWAY LOAD
YRANGE 3.66 3.66 ONE -5.125 XRANGE 3.38 8.38  ZRANGE 13.11 15.16  GY
FLOOR LOAD
YRANGE 7.26 7.26 FLOAD -5.125 XRANGE 0 10.1  ZRANGE 0 13.11  GY
YRANGE 10.86 10.86 FLOAD -5.125 XRANGE 0 10.1  ZRANGE 0 13.11  GY
YRANGE 14.46 14.46 FLOAD -5.125 XRANGE 0 4  ZRANGE 0 4.11  GY
YRANGE 14.46 14.46 FLOAD -5.125 XRANGE 5 8.8  ZRANGE 0 4.11  GY
YRANGE 14.46 14.46 FLOAD -5.125 XRANGE 0 8.8  ZRANGE 4.11 8.71  GY
YRANGE 14.46 14.46 FLOAD -5.125 XRANGE 0 10.1  ZRANGE 8.71 13.11  GY
ONEWAY LOAD
YRANGE 14.46 14.46 ONE -5.125 XRANGE 8.8 10.1  ZRANGE 4.11 8.71  GY
YRANGE 14.46 14.46 ONE -5.125 XRANGE 3.38 8.38  ZRANGE 13.11 15.16  GY
YRANGE 7.26 7.26 ONE -5.125 XRANGE 3.38 8.38  ZRANGE 13.11 15.16  GY
YRANGE 10.86 10.86 ONE -5.125 XRANGE 3.38 8.38  ZRANGE 13.11 15.16  GY
FLOOR LOAD
YRANGE 18.06 18.06 FLOAD -5.125 XRANGE 0 10.1  ZRANGE 0 13.11  GY
FLOOR LOAD
YRANGE 21.06 21.06 FLOAD -15.75 XRANGE 0 3.38  ZRANGE 13.11 15.16  GY
YRANGE 19.06 19.06 FLOAD -15.75 XRANGE 8.38 10.1  ZRANGE 13.11 15.16  GY
YRANGE 22.56 22.56 FLOAD -3.125 XRANGE 0 3.38  ZRANGE 13.11 15.16  GY
YRANGE 21.06 21.06 FLOAD -3.125 XRANGE 8.38 10.1  ZRANGE 13.11 15.16  GY
ONEWAY LOAD
YRANGE 14.46 14.46 ONE -5.125 XRANGE 4 5  ZRANGE 0 4.11  GY
YRANGE 14.46 14.46 ONE -5.125 XRANGE 8.8 10.1  ZRANGE 0 4.11  GY
ONEWAY LOAD
YRANGE 18.06 18.06 ONE -5.125 XRANGE 3.38 8.38  ZRANGE 13.11 15.16  GY
LOAD 6 LOADTYPE None  TITLE LL
MEMBER LOAD
13 21 59 112 133 177 242 307 485 488 491 494 UNI GY -8.25
FLOOR LOAD
YRANGE 3.66 3.66 FLOAD -2 XRANGE 0 10.1  ZRANGE 0 13.1  GY
ONEWAY LOAD
YRANGE 3.66 3.66 ONE -2 XRANGE 3.38 8.38  ZRANGE 13.11 15.16  GY
FLOOR LOAD
YRANGE 7.26 7.26 FLOAD -2 XRANGE 0 10.1  ZRANGE 0 13.11  GY
YRANGE 10.86 10.86 FLOAD -2 XRANGE 0 10.1  ZRANGE 0 13.11  GY
YRANGE 14.46 14.46 FLOAD -2 XRANGE 0 4  ZRANGE 0 4.11  GY
YRANGE 14.46 14.46 FLOAD -2 XRANGE 5 8.8  ZRANGE 0 4.11  GY
YRANGE 14.46 14.46 FLOAD -2 XRANGE 0 8.8  ZRANGE 4.11 8.71  GY
YRANGE 14.46 14.46 FLOAD -2 XRANGE 0 10.1  ZRANGE 8.71 13.11  GY
ONEWAY LOAD
YRANGE 14.46 14.46 ONE -2 XRANGE 8.8 10.1  ZRANGE 4.11 8.71  GY
YRANGE 14.46 14.46 ONE -2 XRANGE 3.38 8.38  ZRANGE 13.11 15.16  GY
YRANGE 7.26 7.26 ONE -2 XRANGE 3.38 8.38  ZRANGE 13.11 15.16  GY
YRANGE 10.86 10.86 ONE -2 XRANGE 3.38 8.38  ZRANGE 13.11 15.16  GY
FLOOR LOAD
YRANGE 18.06 18.06 FLOAD -2 XRANGE 0 10.1  ZRANGE 0 13.11  GY
FLOOR LOAD
YRANGE 21.06 21.06 FLOAD -2 XRANGE 0 3.38  ZRANGE 13.11 15.16  GY
YRANGE 19.06 19.06 FLOAD -2 XRANGE 8.38 10.1  ZRANGE 13.11 15.16  GY
YRANGE 22.56 22.56 FLOAD -2 XRANGE 0 3.38  ZRANGE 13.11 15.16  GY
YRANGE 21.06 21.06 FLOAD -2 XRANGE 8.38 10.1  ZRANGE 13.11 15.16  GY
ONEWAY LOAD
YRANGE 14.46 14.46 ONE -2 XRANGE 4 5  ZRANGE 0 4.11  GY
YRANGE 14.46 14.46 ONE -2 XRANGE 8.8 10.1  ZRANGE 0 4.11  GY
ONEWAY LOAD
YRANGE 18.06 18.06 ONE -2 XRANGE 3.38 8.38  ZRANGE 13.11 15.16  GY
LOAD 7 LOADTYPE None  TITLE WL XP
WIND LOAD X 1 TYPE 1 YR 0 22.56 ZR 0 15.16
LOAD 8 LOADTYPE None  TITLE WL XN
WIND LOAD -X -1 TYPE 1 XR 10.1 10.1 YR 0 21.06 ZR 0 15.16
LOAD 9 LOADTYPE None  TITLE WL ZP
WIND LOAD Z 1 TYPE 1 XR 0 10.1 YR 0 18.06
LOAD 10 LOADTYPE None  TITLE WL ZN
WIND LOAD -Z -1 TYPE 1 XR 0 10.1 YR 0 22.56 ZR 15.16 15.16
****** LIMIT STATE OF STRENGTH *************
LOAD COMB 11 1.5 (DL + LL)
5 1.5 6 1.5 
LOAD COMB 12 1.5 (DL + WL XP)
5 1.5 7 1.5 
LOAD COMB 13 1.5 (DL + WL XN)
5 1.5 8 1.5 
LOAD COMB 14 1.5 (DL + WL ZP)
5 1.5 9 1.5 
LOAD COMB 15 1.5 (DL + WL ZN)
5 1.5 10 1.5 
LOAD COMB 16 0.9 DL + 1.5 WL XP
5 0.9 7 1.5 
LOAD COMB 17 0.9 DL + 1.5 WL XN
5 0.9 8 1.5 
LOAD COMB 18 0.9 DL + 1.5 WL ZP
5 0.9 9 1.5 
LOAD COMB 19 0.9 DL + 1.5 WL ZN
5 0.9 10 1.5 
LOAD COMB 20 1.5 (DL + EQ XP)
5 1.5 1 1.5 
LOAD COMB 21 1.5 (DL + EQ XN)
5 1.5 2 1.5 
LOAD COMB 22 1.5 (DL + EQ ZP)
5 1.5 3 1.5 
LOAD COMB 23 1.5 (DL + EQ ZN)
5 1.5 4 1.5 
*****
LOAD COMB 24 0.9 DL + 1.5 EQ XP
5 0.9 1 1.5 
LOAD COMB 25 0.9 DL + 1.5 EQ XN
5 0.9 2 1.5 
LOAD COMB 26 0.9 DL + 1.5 EQ ZP
5 0.9 3 1.5 
LOAD COMB 27 0.9 DL + 1.5 EQ ZN
5 0.9 4 1.5 
****
LOAD COMB 28 1.2 (DL + LL + WL XP)
5 1.2 6 1.2 7 1.2 
LOAD COMB 29 1.2 (DL + LL + WL XN)
5 1.2 6 1.2 8 1.2 
LOAD COMB 30 1.2 (DL + LL + WL ZP)
5 1.2 6 1.2 9 1.2 
LOAD COMB 31 1.2 (DL + LL + WL ZN)
5 1.2 6 1.2 10 1.2 
LOAD COMB 32 1.2 (DL + LL + EQ XP)
5 1.2 6 1.2 1 1.2 
LOAD COMB 33 1.2 (DL + LL + EQ XN)
5 1.2 6 1.2 2 1.2 
LOAD COMB 34 1.2 (DL + LL + EQ ZP)
5 1.2 6 1.2 3 1.2 
LOAD COMB 35 1.2 (DL + LL + EQ ZN)
5 1.2 6 1.2 4 1.2 
***LIMIT STATE OF SERVECIABILITY  ************************
LOAD COMB 50 1.0 (DL + LL)
5 1.0 6 1.0 
LOAD COMB 51 1.0  (DL + WL XP)
5 1.0 7 1.0 
LOAD COMB 52 1.0  (DL + WL XN)
5 1.0 8 1.0 
LOAD COMB 53 1.0  (DL + WL ZP)
5 1.0 9 1.0 
LOAD COMB 54 1.0  (DL + WL ZN)
5 1.0 10 1.0 
LOAD COMB 55 1.0  (DL + EQ XP)
5 1.0 1 1.0 
LOAD COMB 56 1.0  (DL + EQ XN)
5 1.0 2 1.0 
LOAD COMB 57 1.0  (DL + EQ ZP)
5 1.0 3 1.0 
LOAD COMB 58 1.0  (DL + EQ ZN)
5 1.0 4 1.0 
LOAD COMB 59 1.0 DL + 0.8 LL + 0.8 WL XP
5 1.0 6 0.8 7 0.8 
LOAD COMB 60 1.0 DL + 0.8 LL + 0.8 WL XN
5 1.0 6 0.8 8 0.8 
LOAD COMB 61 1.0 DL + 0.8 LL + 0.8 WL ZP
5 1.0 6 0.8 9 0.8 
LOAD COMB 62 1.0 DL + 0.8 LL + 0.8 WL ZN
5 1.0 6 0.8 10 0.8 
LOAD COMB 63 1.0 DL + 0.8 LL + 0.8 EQ XP
5 1.0 6 0.8 1 0.8 
LOAD COMB 64 1.0 DL + 0.8 LL + 0.8 EQ XN
5 1.0 6 0.8 2 0.8 
LOAD COMB 65 1.0 DL + 0.8 LL + 0.8 EQ ZP
5 1.0 6 0.8 3 0.8 
LOAD COMB 66 1.0 DL + 0.8 LL + 0.8 EQ ZN
5 1.0 6 0.8 4 0.8 
PERFORM ANALYSIS PRINT ALL
LOAD LIST 11 TO 35
START CONCRETE DESIGN
CODE INDIAN
ENSH 1 MEMB 1 TO 50 52 TO 60 63 70 TO 103 105 TO 115 119 121 125 128 TO 168 -
170 TO 180 182 TO 186 188 TO 190 192 TO 233 235 TO 271 273 278 282 -
287 TO 299 302 TO 336 353 356 363 370 371 428 TO 430 433 435 TO 511
FC 30000 MEMB 1 TO 50 52 TO 60 63 70 TO 103 105 TO 115 119 121 125 -
128 TO 168 170 TO 180 182 TO 186 188 TO 190 192 TO 233 235 TO 271 273 278 -
282 287 TO 299 302 TO 336 353 356 363 370 371 428 TO 430 433 435 TO 511
FYMAIN 550000 MEMB 1 TO 50 52 TO 60 63 70 TO 103 105 TO 115 119 121 125 128 -
129 TO 168 170 TO 180 182 TO 186 188 TO 190 192 TO 233 235 TO 271 273 278 -
282 287 TO 299 302 TO 336 353 356 363 370 371 428 TO 430 433 435 TO 511
FYSEC 500000 MEMB 1 TO 50 52 TO 60 63 70 TO 103 105 TO 115 119 121 125 128 -
129 TO 168 170 TO 180 182 TO 186 188 TO 190 192 TO 233 235 TO 271 273 278 -
282 287 TO 299 302 TO 336 353 356 363 370 371 428 TO 430 433 435 TO 511
TORSION 0 MEMB 1 TO 50 52 TO 60 63 70 TO 103 105 TO 115 119 121 125 -
128 TO 168 170 TO 180 182 TO 186 188 TO 190 192 TO 233 235 TO 271 273 278 -
282 287 TO 299 302 TO 336 353 356 363 370 371 428 TO 430 433 435 TO 511
DESIGN BEAM 1 TO 24 39 TO 50 52 TO 60 77 TO 103 105 TO 113 142 TO 168 170 -
171 TO 178 207 TO 233 235 TO 243 273 278 282 287 TO 299 302 TO 308 353 356 -
363 370 371 428 TO 430 433 435 TO 458 463 TO 466 471 TO 480 485 488 491 494 -
495 500 TO 503 508 TO 511
CONCRETE TAKE
DESIGN COLUMN 25 TO 38 63 TO 76 114 115 117 119 121 123 125 127 TO 141 179 -
180 182 TO 186 188 TO 190 192 TO 206 244 TO 271 309 TO 336 459 TO 462 467 -
468 TO 470 481 TO 484 486 487 489 490 492 493 496 TO 499 504 TO 507
END CONCRETE DESIGN
FINISH
