STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 22-NOV-18
JOB NAME EPC BUILDING WORKS OF PACKAGE 1 & 3
JOB CLIENT DUQM REFINERY
JOB NO J1-2037/27-03A
JOB REV B1/B
JOB PART LCS-12
ENGINEER NAME NIH
CHECKER NAME NS
APPROVED NAME SK
CHECKER DATE 20-DEC-18
APPROVED DATE 20-DEC-18
END JOB INFORMATION
INPUT WIDTH 79
SET NL 1000
UNIT METER KN
JOINT COORDINATES
1 0 95.3 16.5; 2 0 93.1 16.5; 3 0 93.1 0; 4 5.35 93.1 16.5; 5 5.35 95.3 16.5;
6 5.35 93.1 0; 7 5.35 95.3 0; 8 10.5 93.1 16.5; 9 10.5 95.3 16.5;
10 10.5 93.1 0; 11 10.5 95.3 0; 12 10.5 93.1 8.25; 13 10.5 95.3 8.25;
14 16.9 93.1 16.5; 15 16.9 95.3 16.5; 16 16.9 93.1 0; 17 16.9 95.3 0;
18 23.2 93.1 16.5; 19 23.2 95.3 16.5; 20 23.2 93.1 0; 21 23.2 95.3 0;
22 35.8 93.1 16.5; 23 35.8 95.3 16.5; 24 35.8 93.1 0; 25 35.8 95.3 0;
26 40.6 93.1 16.5; 27 40.6 95.3 16.5; 28 40.6 93.1 0; 29 40.6 95.3 0;
30 46.6 93.1 16.5; 31 46.6 95.3 16.5; 32 46.6 93.1 0; 33 46.6 95.3 0;
34 10.5 101.7 16.5; 35 10.5 101.7 0; 36 10.5 101.7 8.25; 37 16.9 101.7 16.5;
38 16.9 101.7 0; 39 16.9 101.7 8.25; 40 23.2 101.7 16.5; 41 23.2 101.7 0;
42 23.2 101.7 8.25; 43 35.8 101.7 16.5; 44 35.8 101.7 0; 45 35.8 101.7 8.25;
46 40.6 101.7 16.5; 47 40.6 101.7 0; 48 40.6 101.7 8.25; 49 46.6 101.7 16.5;
50 46.6 101.7 0; 51 46.6 101.7 8.25; 52 0 95.3 0; 53 29.5 101.7 0;
54 29.5 101.7 8.25; 55 29.5 93.1 16.5; 56 29.5 95.3 16.5; 57 29.5 93.1 0;
58 29.5 95.3 0; 59 29.5 101.7 16.5; 94 46.6 101.7 4.125; 95 46.6 101.7 12.375;
96 40.6 101.7 4.125; 97 40.6 101.7 12.375; 98 35.8 101.7 4.125;
99 35.8 101.7 12.375; 100 23.2 101.7 4.125; 101 23.2 101.7 12.375;
102 16.9 101.7 4.125; 103 16.9 101.7 12.375; 104 10.5 101.7 4.125;
105 10.5 101.7 12.375; 106 29.5 101.7 4.125; 107 29.5 101.7 12.375;
108 40.6 98.565 0; 109 5.35 101.7 8.25; 111 46.6 98.565 0;
114 10.5 98.565 16.5; 115 10.5 98.565 0; 116 10.5 98.565 8.25;
117 16.9 98.565 16.5; 118 16.9 98.565 0; 119 23.2 98.565 16.5;
120 23.2 98.565 0; 121 35.8 98.565 16.5; 122 40.6 98.565 16.5;
123 46.6 98.565 16.5; 124 0 98.5 0; 125 5.35 98.5 0; 126 29.5 98.565 16.5;
127 29.5 98.565 0; 129 35.8 98.565 0; 131 5.35 101.7 12.375;
143 5.35 101.7 4.125; 144 0 101.7 8.25; 145 0 101.7 0; 146 0 101.7 16.5;
147 5.35 101.7 0; 148 5.35 101.7 16.5; 149 0 101.7 12.375; 150 0 101.7 4.125;
151 10.05 93.1 16.5; 152 10.05 95.3 16.5; 153 10.05 93.1 0; 154 10.05 95.3 0;
155 10.05 93.1 8.25; 156 10.05 95.3 8.25; 157 10.05 101.7 16.5;
158 10.05 101.7 0; 159 10.05 101.7 8.25; 160 10.05 101.7 4.125;
161 10.05 101.7 12.375; 162 10.05 98.5 16.5; 163 10.05 98.5 0;
164 10.05 98.5 8.25; 172 52.6 93.1 16.5; 173 52.6 95.3 16.5; 174 52.6 93.1 0;
175 52.6 95.3 0; 176 52.6 101.7 16.5; 177 52.6 101.7 0; 178 52.6 101.7 8.25;
182 52.6 101.7 4.125; 183 52.6 101.7 12.375; 185 52.6 98.565 0;
189 58.7 93.1 16.5; 190 58.7 95.3 16.5; 191 58.7 93.1 0; 192 58.7 95.3 0;
193 58.7 93.1 8.25; 194 58.7 101.7 16.5; 195 58.7 101.7 0; 196 58.7 101.7 8.25;
197 58.7 95.3 8.25; 201 58.7 101.7 4.125; 202 58.7 101.7 12.375;
207 58.7 98.565 0; 208 0 93.1 8.25; 209 0 95.3 8.25; 210 0 98.5 8.25;
211 40.6 93.1 8.25; 212 0 98.765 16.5; 213 5.35 98.765 16.5;
214 10.05 98.765 16.5; 215 5.35 97.915 0; 216 0 97.915 16.5; 217 0 97.915 8.25;
218 10.05 97.915 0; 219 46.6 97.915 16.5; 220 46.6 97.915 0;
221 52.6 97.915 16.5; 222 58.7 97.915 16.5; 223 40.6 97.915 0;
251 58.7 98.565 16.5; 256 58.7 98.565 8.25; 257 40.6 95.3 8.25;
MEMBER INCIDENCES
1 1 209; 2 52 7; 3 5 1; 4 7 154; 18 209 52; 20 152 5; 23 173 31; 25 190 173;
26 190 197; 100 223 220; 101 212 213; 102 213 214; 103 114 117; 104 117 119;
105 119 126; 106 124 125; 107 215 218; 108 115 118; 109 118 120; 110 120 127;
111 124 210; 112 114 116; 113 116 115; 114 126 121; 115 121 122; 116 122 123;
117 127 129; 118 108 129; 119 162 164; 120 164 163; 121 111 185; 122 219 221;
123 185 207; 124 221 222; 125 251 256; 127 217 216; 300 35 38; 301 38 41;
302 43 59; 303 49 46; 304 36 39; 305 39 42; 306 42 54; 307 45 48; 308 48 51;
309 50 94; 310 51 95; 311 47 96; 312 48 97; 313 44 98; 314 45 99; 315 41 100;
316 42 101; 317 38 102; 318 39 103; 319 35 104; 320 36 105; 321 146 149;
322 144 150; 324 37 34; 325 53 44; 326 53 106; 327 54 45; 328 54 107;
329 41 53; 330 46 43; 331 59 40; 332 40 37; 333 47 50; 334 94 51; 335 95 49;
336 96 48; 337 97 46; 338 98 45; 339 99 43; 340 100 42; 341 101 40; 342 102 39;
343 103 37; 344 104 36; 345 105 34; 346 150 145; 347 106 54; 348 107 59;
349 104 102; 350 102 100; 351 100 106; 352 106 98; 353 98 96; 354 96 94;
355 105 103; 356 103 101; 357 101 107; 358 107 99; 359 99 97; 360 97 95;
361 149 144; 362 147 143; 363 44 47; 364 109 131; 365 143 109; 366 131 148;
367 148 146; 368 109 144; 369 145 147; 370 147 158; 371 149 131; 372 150 143;
373 143 160; 374 131 161; 375 157 148; 377 159 109; 379 158 160; 380 159 161;
381 160 159; 382 161 157; 383 176 49; 384 51 178; 385 177 182; 386 178 183;
387 50 177; 388 182 178; 389 183 176; 390 94 182; 391 95 183; 392 194 176;
393 178 196; 394 195 201; 395 196 202; 396 177 195; 397 201 196; 398 202 194;
399 182 201; 400 183 202; 5029 2 1; 5030 4 5; 5031 8 9; 5032 10 11; 5033 12 13;
5034 14 15; 5035 16 17; 5036 18 19; 5037 20 21; 5038 22 23; 5039 24 25;
5040 26 27; 5041 28 29; 5042 30 31; 5043 32 33; 5044 3 52; 5045 6 7;
5046 1 216; 5047 5 213; 5048 9 114; 5049 11 115; 5050 13 116; 5051 15 117;
5052 17 118; 5053 19 119; 5054 21 120; 5055 23 121; 5056 25 129; 5057 27 122;
5058 29 223; 5059 31 219; 5060 33 220; 5061 52 124; 5062 7 215; 5073 55 56;
5075 57 58; 5076 56 126; 5077 58 127; 5165 129 44; 5173 111 50; 5179 114 34;
5180 115 35; 5181 116 36; 5182 117 37; 5183 118 38; 5184 119 40; 5185 120 41;
5186 121 43; 5187 122 46; 5188 123 49; 5189 124 145; 5190 125 147; 5191 126 59;
5192 127 53; 5219 108 47; 5255 151 152; 5256 153 154; 5257 155 156;
5258 152 162; 5259 154 218; 5260 156 164; 5265 162 214; 5266 163 158;
5267 164 159; 5275 172 173; 5276 174 175; 5277 173 221; 5278 175 185;
5284 185 177; 5288 221 176; 5299 189 190; 5300 191 192; 5301 193 197;
5302 190 222; 5303 192 207; 5304 197 256; 5323 208 209; 5325 209 217;
5326 210 144; 5327 211 257; 5328 212 146; 5329 213 148; 5330 214 157;
5331 215 125; 5332 216 212; 5333 217 210; 5334 218 163; 5335 219 123;
5336 220 111; 5338 222 251; 5339 223 108; 5365 251 194; 5385 256 196;
5387 207 195; 5389 256 207; 5399 9 15; 5400 15 19; 5401 19 56; 5402 56 23;
5403 23 27; 5404 27 31; 5405 11 17; 5406 17 21; 5407 21 58; 5408 58 25;
5409 25 29; 5410 29 33; 5411 33 175; 5412 175 192; 5413 257 48;
ELEMENT INCIDENCES SHELL
1303 35 38 102 104; 1304 38 41 100 102; 1305 43 59 107 99; 1306 49 46 97 95;
1307 36 39 103 105; 1308 36 39 102 104; 1309 39 42 101 103; 1310 39 42 100 102;
1311 42 54 107 101; 1312 42 54 106 100; 1313 45 48 97 99; 1314 45 48 96 98;
1315 48 51 95 97; 1316 48 51 94 96; 1317 50 94 96 47; 1318 47 96 98 44;
1319 44 98 106 53; 1320 45 99 107 54; 1321 41 100 106 53; 1328 37 34 105 103;
1329 54 45 98 106; 1330 46 43 99 97; 1331 59 40 101 107; 1332 40 37 103 101;
1442 176 49 95 183; 1443 51 178 183 95; 1444 51 178 182 94; 1445 177 182 94 50;
1475 194 176 183 202; 1476 178 196 202 183; 1477 178 196 201 182;
1478 195 201 182 177; 5391 146 149 131 148; 5392 144 150 143 109;
5393 150 145 147 143; 5394 149 144 109 131; 5395 147 143 160 158;
5396 109 131 161 159; 5397 143 109 159 160; 5398 131 148 157 161;
START GROUP DEFINITION
MEMBER
_COL_MAIN 5029 5031 TO 5044 5046 5048 TO 5061 5073 5075 TO 5077 5165 5173 -
5179 TO 5189 5191 5192 5219 5255 TO 5260 5265 TO 5267 5275 TO 5278 5284 5288 -
5299 TO 5304 5323 5325 5326 5332 TO 5336 5338 5339 5365 5385 5387
_PB 1 TO 4 18 20 23 25 26
_COL_FULL_HT 5029 TO 5062 5073 5075 TO 5077 5165 5173 5179 TO 5192 5219 5255 -
5256 TO 5260 5265 TO 5267 5275 TO 5278 5284 5288 5299 5300 5302 5303 5323 -
5325 5326 5331 TO 5336 5338 5339 5365 5387
_COL_SHORT 5301 5304 5385
_15M_SPAN_C&B 5030 5034 TO 5043 5045 5047 5051 TO 5060 5062 5073 5075 TO 5077 -
5165 5173 5182 TO 5188 5190 TO 5192 5219 5275 TO 5278 5284 5288 5299 5300 -
5302 5303 5331 5335 5336 5338 5339 5365 5387
_TB 100 TO 125 127 5389
FLOOR
_ROOFSLAB@101.700 300 TO 322 324 TO 375 377 379 TO 400
_BL(+X)LONGWALL 2 4 100 106 TO 110 117 118 121 123 300 301 325 329 333 363 -
369 370 387 396 5049 5052 5054 5056 5058 5060 TO 5062 5077 5165 5173 5180 -
5183 5185 5189 5190 5192 5219 5259 5266 5278 5284 5303 5331 5334 5336 5339 -
5387 5405 TO 5412
_BL(-X)LONGWALL 3 20 23 25 101 TO 105 114 TO 116 122 124 302 303 324 -
330 TO 332 367 375 383 392 5046 TO 5048 5051 5053 5055 5057 5059 5076 5179 -
5182 5184 5186 TO 5188 5191 5258 5265 5277 5288 5302 5328 TO 5330 5332 5335 -
5338 5365 5399 TO 5404
END GROUP DEFINITION
ELEMENT PROPERTY
1303 TO 1321 1328 TO 1332 1442 TO 1445 1475 TO 1478 5391 TO 5398 THICKNESS 0.2
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.97254e+007
POISSON 0.17
DENSITY 25
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 40000
G 9.28139e+006
ISOTROPIC PLATE
E 2.97254e+007
POISSON 0.17
DENSITY 0.0001
ALPHA 1e-005
DAMP 0.05
G 9.28139e+006
TYPE CONCRETE
STRENGTH FCU 40000
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
5030 5034 TO 5039 5042 5043 5045 5047 5051 TO 5056 5059 5060 5062 5073 5075 -
5076 TO 5077 5165 5173 5182 TO 5186 5188 5190 TO 5192 5275 TO 5278 5284 5288 -
5329 5331 5335 5336 PRIS YD 0.6 ZD 0.7
5029 5031 5032 5040 5041 5044 5046 5048 5049 5057 5058 5061 5179 5180 5187 -
5189 5219 5255 5256 5258 5259 5265 5266 5299 5300 5302 5303 5328 5330 5332 -
5334 5338 5339 5365 5387 PRIS YD 0.4 ZD 0.7
5033 5050 5181 5257 5260 5267 5301 5304 5323 5325 TO 5327 5333 5385 -
5413 PRIS YD 0.4 ZD 0.4
1 TO 4 18 20 23 25 26 PRIS YD 0.5 ZD 0.4
MEMBER PROPERTY AMERICAN
100 TO 125 127 5389 PRIS YD 0.4 ZD 0.2
MEMBER PROPERTY JAPANESE
309 310 313 TO 318 326 328 334 335 338 TO 343 347 348 362 364 TO 366 385 386 -
388 389 PRIS YD 1.6 ZD 0.6
MEMBER PROPERTY JAPANESE
367 TO 375 377 PRIS YD 0.6 ZD 0.4
300 TO 308 324 325 327 329 TO 333 349 TO 360 363 383 384 387 390 TO 393 396 -
399 400 PRIS YD 0.65 ZD 0.4
311 312 319 TO 322 336 337 344 TO 346 361 379 TO 382 394 395 397 -
398 PRIS YD 0.8 ZD 0.4
MEMBER PROPERTY JAPANESE
5399 TO 5412 PRIS YD 0.01
CONSTANTS
MATERIAL CONCRETE MEMB 1 TO 4 18 20 23 25 26 100 TO 125 127 300 TO 322 324 -
325 TO 375 377 379 TO 400 5029 TO 5062 5073 5075 TO 5077 5165 5173 -
5179 TO 5192 5219 5255 TO 5260 5265 TO 5267 5275 TO 5278 5284 5288 -
5299 TO 5304 5323 5325 TO 5336 5338 5339 5365 5385 5387 5389 5413
MATERIAL PLATE MEMB 1303 TO 1321 1328 TO 1332 1442 TO 1445 1475 TO 1478 5391 -
5392 TO 5412
SUPPORTS
2 TO 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 55 57 151 153 155 172 174 189 -
191 193 208 211 FIXED
MEMBER CRACKED
5029 TO 5062 5073 5075 TO 5077 5165 5173 5179 TO 5192 5219 5255 TO 5260 5265 -
5266 TO 5267 5275 TO 5278 5284 5288 5299 TO 5304 5323 5325 TO 5336 5338 5339 -
5365 5385 5387 5413 REDUCTION RIY 0.700000 RIZ 0.700000
1 TO 4 18 20 23 25 26 100 TO 125 127 300 TO 322 324 TO 375 377 379 TO 400 -
5389 5399 TO 5412 REDUCTION RIY 0.350000 RIZ 0.350000
MEMBER RELEASE
349 355 371 372 START MY MZ
373 374 399 400 END MY MZ
ELEMENT RIGID INPLANE ROTATION
1303 TO 1321 1328 TO 1332 1442 TO 1445 1475 TO 1478 5391 TO 5398
MEMBER OFFSET
309 310 313 TO 318 326 328 334 335 338 TO 343 347 348 362 364 TO 366 385 386 -
388 389 START 0 -0.5 0
309 310 313 TO 318 326 328 334 335 338 TO 343 347 348 362 364 TO 366 385 386 -
388 389 END 0 -0.5 0
DEFINE IBC 2006
*As per ASCE7-05 Table 12.2-1 C.6(Ordinary RC Moment Frames)
SS 0.19 S1 0.08 I 1.25 RX 3 RZ 3 SCLASS 3 TL 7 FA 1.2 FV 1.7
SELFWEIGHT 1 
MEMBER WEIGHT
**2.80M HIGH WALL
2 18 UNI 14.3
**3.07M HIGH WALL
3 20 UNI 16.57
**2.22M HIGH WALL
1 4 23 25 UNI 11.98
**2.87M HIGH WALL
26 UNI 14.35
**2.60M HIGH WALL
106 111 UNI 13.28
**2.54M HIGH WALL
103 TO 105 108 TO 110 112 TO 118 121 123 125 5389 UNI 13.71
**3.19M HIGH WALL
100 107 122 124 127 UNI 17.22
**2.05M HIGH WALL
101 102 UNI 10.35
**PARAPET WALL 0.8M HIGH
300 TO 303 321 322 324 325 329 TO 333 346 361 363 367 369 370 375 383 387 -
392 394 TO 398 UNI 3
FLOOR WEIGHT
**LIVE LOAD FOR ROOF SLAB =1.0 kN/SQM
_ROOFSLAB@101.700 FLOAD 1
*Collateral load due to EIT cable trays, HVAC ETC.
_ROOFSLAB@101.700 FLOAD 2
**WEIGHT OF WATERPROOFING
_ROOFSLAB@101.700 FLOAD 4.5
**SELFWEIGHT OF 200 THICK SLAB
_ROOFSLAB@101.700 FLOAD 5
*******************************************************************
LOAD 1 LOADTYPE Seismic  TITLE SEISMIC LOAD LONGITUDINAL (+X)
IBC LOAD X 1
PERFORM ANALYSIS
CHANGE
*******************************************************************
LOAD 2 LOADTYPE Seismic  TITLE SEISMIC LOAD LONGITUDINAL-(-X)
IBC LOAD X -1
PERFORM ANALYSIS
CHANGE
*******************************************************************
LOAD 3 LOADTYPE Seismic  TITLE SEISMIC LOAD TRANSVERSE-(+Z)
IBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
*******************************************************************
LOAD 4 LOADTYPE Seismic  TITLE SEISMIC LOAD TRANSVERSE (-Z)
IBC LOAD Z -1
PERFORM ANALYSIS
CHANGE
*******************************************************************
LOAD 5 LOADTYPE Dead  TITLE LOAD CASE 5 SELFWEIGHT
SELFWEIGHT Y -1 
*******************************************************************
*******************************************************************
LOAD 6 LOADTYPE Dead  TITLE LOAD CASE 6 DEAD LOAD
*******************************************************************
MEMBER LOAD
**2.80M HIGH WALL
2 18 UNI GY -14.3
**3.07M HIGH WALL
3 20 UNI GY -16.57
**2.22M HIGH WALL
1 4 23 25 UNI GY -11.98
**2.87M HIGH WALL
26 UNI GY -14.35
**2.60M HIGH WALL
106 111 UNI GY -13.28
**2.54M HIGH WALL
103 TO 105 108 TO 110 112 TO 118 121 123 125 5389 UNI GY -13.71
**3.19M HIGH WALL
100 107 122 124 127 UNI GY -17.22
**2.05M HIGH WALL
101 102 UNI GY -10.35
**PARAPET WALL 0.8M HIGH
300 TO 303 321 322 324 325 329 TO 333 346 361 363 367 369 370 375 383 387 -
392 394 TO 398 UNI GY -3
FLOOR LOAD
**WEIGHT OF WATERPROOFING
_ROOFSLAB@101.700 FLOAD -4.5 GY
**SELFWEIGHT OF 200 THICK SLAB
_ROOFSLAB@101.700 FLOAD -5 GY
*******************************************************************
LOAD 7 LOADTYPE Live REDUCIBLE TITLE LOAD CASE 7 LIVE LOAD
*******************************************************************
*Collateral load due to EIT cable trays, HVAC ETC.
FLOOR LOAD
_ROOFSLAB@101.700 FLOAD -2 GY
*******************************************************************
LOAD 8 LOADTYPE Live REDUCIBLE TITLE LOAD CASE 8 LIVE ROOF LOAD
*******************************************************************
*LIVE LOAD FOR ROOF SLAB =1.0 kN/SQM
FLOOR LOAD
_ROOFSLAB@101.700 FLOAD -1 GY
*******************************************************************
LOAD 9 LOADTYPE Live  TITLE LOAD CASE 9 ROOF SAND LOAD
FLOOR LOAD
** LIVE LOAD DUE TO SAND
_ROOFSLAB@101.700 FLOAD -0.75 GY
*******************************************************************
LOAD 10 LOADTYPE Wind  TITLE LOAD CASE 10 WIND X-DIR(+)(+)CPI
*******************************************************************
MEMBER LOAD
5061 5189 UNI GX 3.97
5325 5326 5333 UNI GX 8.19
5046 5328 5332 UNI GX 3.97
5303 5387 UNI GX 2.97
5304 5385 UNI GX 6.13
5302 5338 5365 UNI GX 2.97
5061 5189 UNI GZ -4.12
5062 5190 5331 UNI GZ -7.74
5259 5266 5334 UNI GZ -3.62
5049 5180 UNI GZ -4.93
5052 5183 UNI GZ -9.78
5054 5185 UNI GZ -9.7
5077 5192 UNI GZ -9.7
5056 5165 UNI GZ -8.54
5058 5219 5339 UNI GZ -8.31
5060 5173 5336 UNI GZ -9.24
5278 5284 UNI GZ -9.24
5303 5387 UNI GZ -4.7
5046 5328 5332 UNI GZ 4.12
5047 5329 UNI GZ 7.74
5258 5265 5330 UNI GZ 3.62
5048 5179 UNI GZ 4.93
5051 5182 UNI GZ 9.78
5053 5184 UNI GZ 9.7
5076 5191 UNI GZ 9.7
5055 5186 UNI GZ 8.54
5057 5187 UNI GZ 8.31
5059 5188 5335 UNI GZ 9.24
5277 5288 UNI GZ 9.24
5302 5338 5365 UNI GZ 4.7
321 322 346 361 UNI GX 2.43
394 395 397 398 UNI GX 1.62
321 322 346 361 UMOM GZ -0.97
394 395 397 398 UMOM GZ -0.65
FLOOR LOAD
_ROOFSLAB@101.700 FLOAD 1.88 GY
*******************************************************************
LOAD 11 LOADTYPE Wind  TITLE LOAD CASE 11 WIND X-DIR(-)(+)CPI
*******************************************************************
MEMBER LOAD
5061 5189 UNI GX -2.97
5325 5326 5333 UNI GX -6.13
5046 5328 5332 UNI GX -2.97
5303 5387 UNI GX -3.97
5304 5385 UNI GX -8.19
5302 5338 5365 UNI GX -3.97
5061 5189 UNI GZ -4.12
5062 5190 5331 UNI GZ -7.74
5259 5266 5334 UNI GZ -3.62
5049 5180 UNI GZ -4.93
5052 5183 UNI GZ -9.78
5054 5185 UNI GZ -9.7
5077 5192 UNI GZ -9.7
5056 5165 UNI GZ -8.54
5058 5219 5339 UNI GZ -8.31
5060 5173 5336 UNI GZ -9.24
5278 5284 UNI GZ -9.24
5303 5387 UNI GZ -4.7
5046 5328 5332 UNI GZ 4.12
5047 5329 UNI GZ 7.74
5258 5265 5330 UNI GZ 3.62
5048 5179 UNI GZ 4.93
5051 5182 UNI GZ 9.78
5053 5184 UNI GZ 9.7
5076 5191 UNI GZ 9.7
5055 5186 UNI GZ 8.54
5057 5187 UNI GZ 8.31
5059 5188 5335 UNI GZ 9.24
5277 5288 UNI GZ 9.24
5302 5338 5365 UNI GZ 4.7
321 322 346 361 UNI GX -1.62
394 395 397 398 UNI GX -2.43
321 322 346 361 UMOM GZ 0.65
394 395 397 398 UMOM GZ 0.97
FLOOR LOAD
_ROOFSLAB@101.700 FLOAD 1.88 GY
*******************************************************************
LOAD 12 LOADTYPE Wind  TITLE LOAD CASE 12 WIND X-DIR(+)(-)CPI
*******************************************************************
MEMBER LOAD
5061 5189 UNI GX 6.83
5325 5326 5333 UNI GX 14.1
5046 5328 5332 UNI GX 6.83
5303 5387 UNI GX 0.11
5304 5385 UNI GX 0.23
5302 5338 5365 UNI GX 0.11
5061 5189 UNI GZ -2.21
5062 5190 5331 UNI GZ -4.14
5259 5266 5334 UNI GZ -1.94
5049 5180 UNI GZ -2.64
5052 5183 UNI GZ -5.24
5054 5185 UNI GZ -5.19
5077 5192 UNI GZ -5.19
5056 5165 UNI GZ -4.58
5058 5219 5339 UNI GZ -4.45
5060 5173 5336 UNI GZ -4.95
5278 5284 UNI GZ -4.95
5303 5387 UNI GZ -2.51
5046 5328 5332 UNI GZ 2.21
5047 5329 UNI GZ 4.14
5258 5265 5330 UNI GZ 1.94
5048 5179 UNI GZ 2.64
5051 5182 UNI GZ 5.24
5053 5184 UNI GZ 5.19
5076 5191 UNI GZ 5.19
5055 5186 UNI GZ 4.58
5057 5187 UNI GZ 4.45
5059 5188 5335 UNI GZ 4.95
5277 5288 UNI GZ 4.95
5302 5338 5365 UNI GZ 2.51
321 322 346 361 UNI GX 2.43
394 395 397 398 UNI GX 1.62
321 322 346 361 UMOM GZ -0.97
394 395 397 398 UMOM GZ -0.65
FLOOR LOAD
_ROOFSLAB@101.700 FLOAD 1.16 GY
*******************************************************************
LOAD 13 LOADTYPE Wind  TITLE LOAD CASE 13 WIND X-DIR(-)(-)CPI
*******************************************************************
MEMBER LOAD
5061 5189 UNI GX -0.11
5325 5326 5333 UNI GX -0.23
5046 5328 5332 UNI GX -0.11
5303 5387 UNI GX -6.83
5304 5385 UNI GX -14.1
5302 5338 5365 UNI GX -6.83
5061 5189 UNI GZ -2.21
5062 5190 5331 UNI GZ -4.14
5259 5266 5334 UNI GZ -1.94
5049 5180 UNI GZ -2.64
5052 5183 UNI GZ -5.24
5054 5185 UNI GZ -5.19
5077 5192 UNI GZ -5.19
5056 5165 UNI GZ -4.58
5058 5219 5339 UNI GZ -4.45
5060 5173 5336 UNI GZ -4.95
5278 5284 UNI GZ -4.95
5303 5387 UNI GZ -2.51
5046 5328 5332 UNI GZ 2.21
5047 5329 UNI GZ 4.14
5258 5265 5330 UNI GZ 1.94
5048 5179 UNI GZ 2.64
5051 5182 UNI GZ 5.24
5053 5184 UNI GZ 5.19
5076 5191 UNI GZ 5.19
5055 5186 UNI GZ 4.58
5057 5187 UNI GZ 4.45
5059 5188 5335 UNI GZ 4.95
5277 5288 UNI GZ 4.95
5302 5338 5365 UNI GZ 2.51
321 322 346 361 UNI GX -1.62
394 395 397 398 UNI GX -2.43
321 322 346 361 UMOM GZ 0.65
394 395 397 398 UMOM GZ 0.97
FLOOR LOAD
_ROOFSLAB@101.700 FLOAD 1.16 GY
*******************************************************************
LOAD 14 LOADTYPE Wind  TITLE LOAD CASE 14 WIND Z-DIR(+)(+)CPI
*******************************************************************
MEMBER LOAD
5061 5189 UNI GZ 2.66
5062 5190 5331 UNI GZ 4.99
5259 5266 5334 UNI GZ 2.33
5049 5180 UNI GZ 3.18
5052 5183 UNI GZ 6.31
5054 5185 UNI GZ 6.26
5077 5192 UNI GZ 6.26
5056 5165 UNI GZ 5.51
5058 5219 5339 UNI GZ 5.36
5060 5173 5336 UNI GZ 5.96
5278 5284 UNI GZ 5.96
5303 5387 UNI GZ 3.03
5046 5328 5332 UNI GZ 3.22
5047 5329 UNI GZ 6.04
5258 5265 5330 UNI GZ 2.82
5048 5179 UNI GZ 3.85
5051 5182 UNI GZ 7.63
5053 5184 UNI GZ 7.57
5076 5191 UNI GZ 7.57
5055 5186 UNI GZ 6.67
5057 5187 UNI GZ 6.49
5059 5188 5335 UNI GZ 7.21
5277 5288 UNI GZ 7.21
5302 5338 5365 UNI GZ 3.67
5061 5189 UNI GX -6.16
5325 5326 5333 UNI GX -12.7
5046 5328 5332 UNI GX -6.16
5303 5387 UNI GX 6.16
5304 5385 UNI GX 12.7
5302 5338 5365 UNI GX 6.16
300 301 325 329 333 363 369 370 387 396 UNI GZ 2.43
302 303 324 330 TO 332 367 375 383 392 UNI GZ 1.62
300 301 325 329 333 363 369 370 387 396 UMOM GX 0.97
302 303 324 330 TO 332 367 375 383 392 UMOM GX 0.65
FLOOR LOAD
_ROOFSLAB@101.700 FLOAD 1.88 GY
*******************************************************************
LOAD 15 LOADTYPE Wind  TITLE LOAD CASE 15 WIND Z-DIR(-)(+)CPI
*******************************************************************
MEMBER LOAD
5061 5189 UNI GZ -3.22
5062 5190 5331 UNI GZ -6.04
5259 5266 5334 UNI GZ -2.82
5049 5180 UNI GZ -3.85
5052 5183 UNI GZ -7.63
5054 5185 UNI GZ -7.57
5077 5192 UNI GZ -7.57
5056 5165 UNI GZ -6.67
5058 5219 5339 UNI GZ -6.49
5060 5173 5336 UNI GZ -7.21
5278 5284 UNI GZ -7.21
5303 5387 UNI GZ -3.67
5046 5328 5332 UNI GZ -2.66
5047 5329 UNI GZ -4.99
5258 5265 5330 UNI GZ -2.33
5048 5179 UNI GZ -3.18
5051 5182 UNI GZ -6.31
5053 5184 UNI GZ -6.26
5076 5191 UNI GZ -6.26
5055 5186 UNI GZ -5.51
5057 5187 UNI GZ -5.36
5059 5188 5335 UNI GZ -5.96
5277 5288 UNI GZ -5.96
5302 5338 5365 UNI GZ -3.03
5061 5189 UNI GX -6.16
5325 5326 5333 UNI GX -12.7
5046 5328 5332 UNI GX -6.16
5303 5387 UNI GX 6.16
5304 5385 UNI GX 12.7
5302 5338 5365 UNI GX 6.16
302 303 324 330 TO 332 367 375 383 392 UNI GZ -2.43
300 301 325 329 333 363 369 370 387 396 UNI GZ -1.62
302 303 324 330 TO 332 367 375 383 392 UMOM GX -0.97
300 301 325 329 333 363 369 370 387 396 UMOM GX -0.65
FLOOR LOAD
_ROOFSLAB@101.700 FLOAD 1.88 GY
*******************************************************************
LOAD 16 LOADTYPE Wind  TITLE LOAD CASE 16 WIND Z-DIR(+)(-)CPI
*******************************************************************
MEMBER LOAD
5061 5189 UNI GZ 4.57
5062 5190 5331 UNI GZ 8.59
5259 5266 5334 UNI GZ 4.01
5049 5180 UNI GZ 5.47
5052 5183 UNI GZ 10.85
5054 5185 UNI GZ 10.76
5077 5192 UNI GZ 10.76
5056 5165 UNI GZ 9.48
5058 5219 5339 UNI GZ 9.23
5060 5173 5336 UNI GZ 10.25
5278 5284 UNI GZ 10.25
5303 5387 UNI GZ 5.21
5046 5328 5332 UNI GZ 1.3
5047 5329 UNI GZ 2.45
5258 5265 5330 UNI GZ 1.14
5048 5179 UNI GZ 1.56
5051 5182 UNI GZ 3.09
5053 5184 UNI GZ 3.07
5076 5191 UNI GZ 3.07
5055 5186 UNI GZ 2.7
5057 5187 UNI GZ 2.63
5059 5188 5335 UNI GZ 2.92
5277 5288 UNI GZ 2.92
5302 5338 5365 UNI GZ 1.48
5061 5189 UNI GX -3.3
5325 5326 5333 UNI GX -6.8
5046 5328 5332 UNI GX -3.3
5303 5387 UNI GX 3.3
5304 5385 UNI GX 6.8
5302 5338 5365 UNI GX 3.3
300 301 325 329 333 363 369 370 387 396 UNI GZ 2.43
302 303 324 330 TO 332 367 375 383 392 UNI GZ 1.62
300 301 325 329 333 363 369 370 387 396 UMOM GX 0.97
302 303 324 330 TO 332 367 375 383 392 UMOM GX 0.65
FLOOR LOAD
_ROOFSLAB@101.700 FLOAD 1.16 GY
*******************************************************************
LOAD 17 LOADTYPE Wind  TITLE LOAD CASE 17 WIND Z-DIR(-)(-)CPI
*******************************************************************
MEMBER LOAD
5061 5189 UNI GZ -1.3
5062 5190 5331 UNI GZ -2.45
5259 5266 5334 UNI GZ -1.14
5049 5180 UNI GZ -1.56
5052 5183 UNI GZ -3.09
5054 5185 UNI GZ -3.07
5077 5192 UNI GZ -3.07
5056 5165 UNI GZ -2.7
5058 5219 5339 UNI GZ -2.63
5060 5173 5336 UNI GZ -2.92
5278 5284 UNI GZ -2.92
5303 5387 UNI GZ -1.48
5046 5328 5332 UNI GZ -4.57
5047 5329 UNI GZ -8.59
5258 5265 5330 UNI GZ -4.01
5048 5179 UNI GZ -5.47
5051 5182 UNI GZ -10.85
5053 5184 UNI GZ -10.76
5076 5191 UNI GZ -10.76
5055 5186 UNI GZ -9.48
5057 5187 UNI GZ -9.23
5059 5188 5335 UNI GZ -10.25
5277 5288 UNI GZ -10.25
5302 5338 5365 UNI GZ -5.21
5061 5189 UNI GX -3.3
5325 5326 5333 UNI GX -6.8
5046 5328 5332 UNI GX -3.3
5303 5387 UNI GX 3.3
5304 5385 UNI GX 6.8
5302 5338 5365 UNI GX 3.3
302 303 324 330 TO 332 367 375 383 392 UNI GZ -2.43
300 301 325 329 333 363 369 370 387 396 UNI GZ -1.62
302 303 324 330 TO 332 367 375 383 392 UMOM GX -0.97
300 301 325 329 333 363 369 370 387 396 UMOM GX -0.65
FLOOR LOAD
_ROOFSLAB@101.700 FLOAD 1.16 GY
*******************************************************************
LOAD 18 LOADTYPE None  TITLE BLAST LOAD LONG WALL (+Z)
FLOOR LOAD
_BL(+X)LONGWALL FLOAD 10.4 GZ
MEMBER LOAD
300 301 325 329 333 363 369 370 387 396 UNI GZ 8.3
300 301 325 329 333 363 369 370 387 396 UMOM GX 3.3
*******************************************************************
LOAD 19 LOADTYPE None  TITLE BLAST LOAD LONG WALL (-Z)
FLOOR LOAD
_BL(-X)LONGWALL FLOAD -10.4 GZ
MEMBER LOAD
302 303 324 330 TO 332 367 375 383 392 UNI GZ -8.3
302 303 324 330 TO 332 367 375 383 392 UMOM GX -3.3
*******************************************************************
LOAD 20 LOADTYPE Temperature  TITLE LOAD CASE 20 TEMPERATURE RISE (+)
*******************************************************************
TEMPERATURE LOAD
100 TO 125 127 300 TO 322 324 TO 375 377 379 TO 400 5046 TO 5062 5076 5077 -
5165 5173 5179 TO 5192 5219 5258 TO 5260 5265 TO 5267 5277 5278 5284 5288 -
5302 TO 5304 5325 5326 5328 TO 5336 5338 5339 5365 5385 5387 -
5389 TEMP 21.9
*******************************************************************
LOAD 21 LOADTYPE Temperature  TITLE LOAD CASE 21 TEMPERATURE FALL (-)
*******************************************************************
TEMPERATURE LOAD
100 TO 125 127 300 TO 322 324 TO 375 377 379 TO 400 5046 TO 5062 5076 5077 -
5165 5173 5179 TO 5192 5219 5258 TO 5260 5265 TO 5267 5277 5278 5284 5288 -
5302 TO 5304 5325 5326 5328 TO 5336 5338 5339 5365 5385 5387 -
5389 TEMP -21.5
***************************************************************************
LOAD 101 LOADTYPE None  TITLE LOAD CASE 101
REPEAT LOAD
5 1.0 6 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 102 LOADTYPE None  TITLE LOAD CASE 102
REPEAT LOAD
5 1.0 6 1.0 7 1.0 20 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 103 LOADTYPE None  TITLE LOAD CASE 103
REPEAT LOAD
5 1.0 6 1.0 7 1.0 21 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 104 LOADTYPE None  TITLE LOAD CASE 104
REPEAT LOAD
5 1.0 6 1.0 8 1.0 9 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 105 LOADTYPE None  TITLE LOAD CASE 105
REPEAT LOAD
5 1.0 6 1.0 7 0.75 8 0.75 9 0.75 20 0.75 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 106 LOADTYPE None  TITLE LOAD CASE 106
REPEAT LOAD
5 1.0 6 1.0 7 0.75 8 0.75 9 0.75 21 0.75 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 107 LOADTYPE None  TITLE LOAD CASE 107
REPEAT LOAD
5 1.0 6 1.0 10 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 108 LOADTYPE None  TITLE LOAD CASE 108
REPEAT LOAD
5 1.0 6 1.0 11 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 109 LOADTYPE None  TITLE LOAD CASE 109
REPEAT LOAD
5 1.0 6 1.0 12 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 110 LOADTYPE None  TITLE LOAD CASE 110
REPEAT LOAD
5 1.0 6 1.0 13 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 111 LOADTYPE None  TITLE LOAD CASE 111
REPEAT LOAD
5 1.0 6 1.0 14 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 112 LOADTYPE None  TITLE LOAD CASE 112
REPEAT LOAD
5 1.0 6 1.0 15 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 113 LOADTYPE None  TITLE LOAD CASE 113
REPEAT LOAD
5 1.0 6 1.0 16 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 114 LOADTYPE None  TITLE LOAD CASE 114
REPEAT LOAD
5 1.0 6 1.0 17 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 115 LOADTYPE None  TITLE LOAD CASE 115
REPEAT LOAD
5 1.021 6 1.021 1 0.7 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 116 LOADTYPE None  TITLE LOAD CASE 116
REPEAT LOAD
5 1.021 6 1.021 2 0.7 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 117 LOADTYPE None  TITLE LOAD CASE 117
REPEAT LOAD
5 1.021 6 1.021 3 0.7 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 118 LOADTYPE None  TITLE LOAD CASE 118
REPEAT LOAD
5 1.021 6 1.021 4 0.7 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 119 LOADTYPE None  TITLE LOAD CASE 119
REPEAT LOAD
5 0.6 6 0.6 10 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 120 LOADTYPE None  TITLE LOAD CASE 120
REPEAT LOAD
5 0.6 6 0.6 11 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 121 LOADTYPE None  TITLE LOAD CASE 121
REPEAT LOAD
5 0.6 6 0.6 12 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 122 LOADTYPE None  TITLE LOAD CASE 122
REPEAT LOAD
5 0.6 6 0.6 13 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 123 LOADTYPE None  TITLE LOAD CASE 123
REPEAT LOAD
5 0.6 6 0.6 14 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 124 LOADTYPE None  TITLE LOAD CASE 124
REPEAT LOAD
5 0.6 6 0.6 15 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 125 LOADTYPE None  TITLE LOAD CASE 125
REPEAT LOAD
5 0.6 6 0.6 16 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 126 LOADTYPE None  TITLE LOAD CASE 126
REPEAT LOAD
5 0.6 6 0.6 17 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 127 LOADTYPE None  TITLE LOAD CASE 127
REPEAT LOAD
5 0.579 6 0.579 1 0.7 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 128 LOADTYPE None  TITLE LOAD CASE 128
REPEAT LOAD
5 0.579 6 0.579 2 0.7 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 129 LOADTYPE None  TITLE LOAD CASE 129
REPEAT LOAD
5 0.579 6 0.579 3 0.7 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 130 LOADTYPE None  TITLE LOAD CASE 130
REPEAT LOAD
5 0.579 6 0.579 4 0.7 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 131 LOADTYPE None  TITLE LOAD CASE 131
REPEAT LOAD
5 1.0 6 1.0 7 0.75 8 0.75 9 0.75 10 0.75 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 132 LOADTYPE None  TITLE LOAD CASE 132
REPEAT LOAD
5 1.0 6 1.0 7 0.75 8 0.75 9 0.75 11 0.75 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 133 LOADTYPE None  TITLE LOAD CASE 133
REPEAT LOAD
5 1.0 6 1.0 7 0.75 8 0.75 9 0.75 12 0.75 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 134 LOADTYPE None  TITLE LOAD CASE 134
REPEAT LOAD
5 1.0 6 1.0 7 0.75 8 0.75 9 0.75 13 0.75 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 135 LOADTYPE None  TITLE LOAD CASE 135
REPEAT LOAD
5 1.0 6 1.0 7 0.75 8 0.75 9 0.75 14 0.75 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 136 LOADTYPE None  TITLE LOAD CASE 136
REPEAT LOAD
5 1.0 6 1.0 7 0.75 8 0.75 9 0.75 15 0.75 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 137 LOADTYPE None  TITLE LOAD CASE 137
REPEAT LOAD
5 1.0 6 1.0 7 0.75 8 0.75 9 0.75 16 0.75 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 138 LOADTYPE None  TITLE LOAD CASE 138
REPEAT LOAD
5 1.0 6 1.0 7 0.75 8 0.75 9 0.75 17 0.75 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 139 LOADTYPE None  TITLE LOAD CASE 139
REPEAT LOAD
5 1.016 6 1.016 7 0.75 8 0.75 9 0.75 1 0.525 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 140 LOADTYPE None  TITLE LOAD CASE 140
REPEAT LOAD
5 1.016 6 1.016 7 0.75 8 0.75 9 0.75 2 0.525 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 141 LOADTYPE None  TITLE LOAD CASE 141
REPEAT LOAD
5 1.016 6 1.016 7 0.75 8 0.75 9 0.75 3 0.525 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 142 LOADTYPE None  TITLE LOAD CASE 142
REPEAT LOAD
5 1.016 6 1.016 7 0.75 8 0.75 9 0.75 4 0.525 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
*
LOAD 143 LOADTYPE None  TITLE LOAD CASE 143
REPEAT LOAD
5 1.0 6 1.0 7 1.0 18 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 144 LOADTYPE None  TITLE LOAD CASE 144
REPEAT LOAD
5 1.0 6 1.0 7 1.0 19 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
***************************************************************************
************FACTORED LOAD LOADTYPE None  TITLES**********************************
****************************************************************************
*
LOAD 501 LOADTYPE None  TITLE LOAD CASE 501
REPEAT LOAD
5 1.4 6 1.4 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 502 LOADTYPE None  TITLE LOAD CASE 502
REPEAT LOAD
5 1.2 6 1.2 7 1.6 8 0.5 9 0.5 20 1.2 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 503 LOADTYPE None  TITLE LOAD CASE 503
REPEAT LOAD
5 1.2 6 1.2 7 1.6 8 0.5 9 0.5 21 1.2 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 504 LOADTYPE None  TITLE LOAD CASE 504
REPEAT LOAD
5 1.2 6 1.2 7 1.0 8 1.6 9 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 505 LOADTYPE None  TITLE LOAD CASE 505
REPEAT LOAD
5 1.2 6 1.2 8 1.6 9 1.6 10 0.8 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 506 LOADTYPE None  TITLE LOAD CASE 506
REPEAT LOAD
5 1.2 6 1.2 8 1.6 9 1.6 11 0.8 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 507 LOADTYPE None  TITLE LOAD CASE 507
REPEAT LOAD
5 1.2 6 1.2 8 1.6 9 1.6 12 0.8 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 508 LOADTYPE None  TITLE LOAD CASE 508
REPEAT LOAD
5 1.2 6 1.2 8 1.6 9 1.6 13 0.8 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 509 LOADTYPE None  TITLE LOAD CASE 509
REPEAT LOAD
5 1.2 6 1.2 8 1.6 9 1.6 14 0.8 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 510 LOADTYPE None  TITLE LOAD CASE 510
REPEAT LOAD
5 1.2 6 1.2 8 1.6 9 1.6 15 0.8 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 511 LOADTYPE None  TITLE LOAD CASE 511
REPEAT LOAD
5 1.2 6 1.2 8 1.6 9 1.6 16 0.8 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 512 LOADTYPE None  TITLE LOAD CASE 512
REPEAT LOAD
5 1.2 6 1.2 8 1.6 9 1.6 17 0.8 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 513 LOADTYPE None  TITLE LOAD CASE 513
REPEAT LOAD
5 1.2 6 1.2 7 1.0 8 0.5 9 0.5 10 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 514 LOADTYPE None  TITLE LOAD CASE 514
REPEAT LOAD
5 1.2 6 1.2 7 1.0 8 0.5 9 0.5 11 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 515 LOADTYPE None  TITLE LOAD CASE 515
REPEAT LOAD
5 1.2 6 1.2 7 1.0 8 0.5 9 0.5 12 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 516 LOADTYPE None  TITLE LOAD CASE 516
REPEAT LOAD
5 1.2 6 1.2 7 1.0 8 0.5 9 0.5 13 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 517 LOADTYPE None  TITLE LOAD CASE 517
REPEAT LOAD
5 1.2 6 1.2 7 1.0 8 0.5 9 0.5 14 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 518 LOADTYPE None  TITLE LOAD CASE 518
REPEAT LOAD
5 1.2 6 1.2 7 1.0 8 0.5 9 0.5 15 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 519 LOADTYPE None  TITLE LOAD CASE 519
REPEAT LOAD
5 1.2 6 1.2 7 1.0 8 0.5 9 0.5 16 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 520 LOADTYPE None  TITLE LOAD CASE 520
REPEAT LOAD
5 1.2 6 1.2 7 1.0 8 0.5 9 0.5 17 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 521 LOADTYPE None  TITLE LOAD CASE 521
REPEAT LOAD
5 1.23 6 1.23 7 1.0 1 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 522 LOADTYPE None  TITLE LOAD CASE 522
REPEAT LOAD
5 1.23 6 1.23 7 1.0 2 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 523 LOADTYPE None  TITLE LOAD CASE 523
REPEAT LOAD
5 1.23 6 1.23 7 1.0 3 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
LOAD 524 LOADTYPE None  TITLE LOAD CASE 524
REPEAT LOAD
5 1.23 6 1.23 7 1.0 4 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 525 LOADTYPE None  TITLE LOAD CASE 525
REPEAT LOAD
5 0.9 6 0.9 10 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 526 LOADTYPE None  TITLE LOAD CASE 526
REPEAT LOAD
5 0.9 6 0.9 11 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 527 LOADTYPE None  TITLE LOAD CASE 527
REPEAT LOAD
5 0.9 6 0.9 12 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 528 LOADTYPE None  TITLE LOAD CASE 528
REPEAT LOAD
5 0.9 6 0.9 13 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 529 LOADTYPE None  TITLE LOAD CASE 529
REPEAT LOAD
5 0.9 6 0.9 14 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 530 LOADTYPE None  TITLE LOAD CASE 530
REPEAT LOAD
5 0.9 6 0.9 15 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 531 LOADTYPE None  TITLE LOAD CASE 531
REPEAT LOAD
5 0.9 6 0.9 16 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 532 LOADTYPE None  TITLE LOAD CASE 532
REPEAT LOAD
5 0.9 6 0.9 17 1.6 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 533 LOADTYPE None  TITLE LOAD CASE 533
REPEAT LOAD
5 0.87 6 0.87 1 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 534 LOADTYPE None  TITLE LOAD CASE 534
REPEAT LOAD
5 0.87 6 0.87 2 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 535 LOADTYPE None  TITLE LOAD CASE 535
REPEAT LOAD
5 0.87 6 0.87 3 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 536 LOADTYPE None  TITLE LOAD CASE 536
REPEAT LOAD
5 0.87 6 0.87 4 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 537 LOADTYPE None  TITLE LOAD CASE 537
REPEAT LOAD
5 1.0 6 1.0 7 1.0 18 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
LOAD 538 LOADTYPE None  TITLE LOAD CASE 538
REPEAT LOAD
5 1.0 6 1.0 7 1.0 19 1.0 
PDELTA 20 ANALYSIS SMALLDELTA
CHANGE
*
**********************************************************************
DEFINE ENVELOPE
101 TO 144 ENVELOPE 1 TYPE SERVICEABILITY
501 TO 538 ENVELOPE 2 TYPE STRENGTH
END DEFINE ENVELOPE
LOAD LIST 101 TO 144
*
LOAD LIST 501 TO 538
START CONCRETE DESIGN
CODE ACI
CLB 0.075 MEMB 5029 TO 5045 5073 5075 5255 TO 5257 5275 5276 5299 TO 5301 -
5323 5327
CLS 0.075 MEMB 5029 TO 5045 5073 5075 5255 TO 5257 5275 5276 5299 TO 5301 -
5323 5327
CLT 0.075 MEMB 5029 TO 5045 5073 5075 5255 TO 5257 5275 5276 5299 TO 5301 -
5323 5327
CLB 0.075 MEMB 1 TO 4 18 20 23 25 26
CLS 0.075 MEMB 1 TO 4 18 20 23 25 26
CLT 0.05 MEMB 1 TO 4 18 20 23 25 26
CLB 0.05 MEMB 100 TO 125 127 300 TO 322 324 TO 375 377 379 TO 400 -
5046 TO 5062 5076 5077 5165 5173 5179 TO 5192 5219 5258 TO 5260 5265 TO 5267 -
5277 5278 5284 5288 5302 TO 5304 5325 5326 5331 TO 5336 5338 5339 5365 5385 -
5387 5389 5413
CLS 0.05 MEMB 100 TO 125 127 300 TO 322 324 TO 375 377 379 TO 400 -
5046 TO 5062 5076 5077 5165 5173 5179 TO 5192 5219 5258 TO 5260 5265 TO 5267 -
5277 5278 5284 5288 5302 TO 5304 5325 5326 5331 TO 5336 5338 5339 5365 5385 -
5387 5389 5413
CLT 0.05 MEMB 100 TO 125 127 300 TO 322 324 TO 375 377 379 TO 400 -
5046 TO 5062 5076 5077 5165 5173 5179 TO 5192 5219 5258 TO 5260 5265 TO 5267 -
5277 5278 5284 5288 5302 TO 5304 5325 5326 5328 TO 5336 5338 5339 5365 5385 -
5387 5389 5413
FC 40000 MEMB 1 TO 4 18 20 23 25 26 100 TO 125 127 300 TO 322 324 TO 375 377 -
379 TO 400 5029 TO 5062 5073 5075 TO 5077 5165 5173 5179 TO 5192 5219 5255 -
5256 TO 5260 5265 TO 5267 5275 TO 5278 5284 5288 5299 TO 5304 5323 -
5325 TO 5336 5338 5339 5365 5385 5387 5389 5413
FYMAIN 420000 MEMB 1 TO 4 18 20 23 25 26 100 TO 125 127 300 TO 322 -
324 TO 375 377 379 TO 400 5029 TO 5062 5073 5075 TO 5077 5165 5173 -
5179 TO 5192 5219 5255 TO 5260 5265 TO 5267 5275 TO 5278 5284 5288 -
5299 TO 5304 5323 5325 TO 5336 5338 5339 5365 5385 5387 5389 5413
FYSEC 420000 MEMB 1 TO 4 18 20 23 25 26 100 TO 125 127 300 TO 322 324 TO 375 -
377 379 TO 400 5029 TO 5062 5073 5075 TO 5077 5165 5173 5179 TO 5192 5219 -
5255 TO 5260 5265 TO 5267 5275 TO 5278 5284 5288 5299 TO 5304 5323 -
5325 TO 5336 5338 5339 5365 5385 5387 5389 5413
MAXMAIN 25 MEMB 1 TO 4 18 20 23 25 26 100 TO 125 127 300 TO 322 324 TO 375 -
377 379 TO 400 5029 TO 5062 5073 5075 TO 5077 5165 5173 5179 TO 5192 5219 -
5255 TO 5260 5265 TO 5267 5275 TO 5278 5284 5288 5299 TO 5304 5323 -
5325 TO 5336 5338 5339 5365 5385 5387 5389 5413
MINMAIN 12 MEMB 1 TO 4 18 20 23 25 26 100 TO 125 127 300 TO 322 324 TO 375 -
377 379 TO 400 5029 TO 5062 5073 5075 TO 5077 5165 5173 5179 TO 5192 5219 -
5255 TO 5260 5265 TO 5267 5275 TO 5278 5284 5288 5299 TO 5304 5323 -
5325 TO 5336 5338 5339 5365 5385 5387 5389 5413
MINSEC 10 MEMB 1 TO 4 18 20 23 25 26 100 TO 125 127 300 TO 322 324 TO 375 -
377 379 TO 400 5029 TO 5062 5073 5075 TO 5077 5165 5173 5179 TO 5192 5219 -
5255 TO 5260 5265 TO 5267 5275 TO 5278 5284 5288 5299 TO 5304 5323 -
5325 TO 5336 5338 5339 5365 5385 5387 5389 5413
TRACK 1 MEMB 1 TO 4 18 20 23 25 26 100 TO 125 127 300 TO 322 324 TO 375 377 -
379 TO 400 5029 TO 5062 5073 5075 TO 5077 5165 5173 5179 TO 5192 5219 5255 -
5256 TO 5260 5265 TO 5267 5275 TO 5278 5284 5288 5299 TO 5304 5323 -
5325 TO 5336 5338 5339 5365 5385 5387 5389 5413
*Design of Columns
DESIGN COLUMN 5029 TO 5062 5073 5075 TO 5077 5165 5173 5179 TO 5192 5219 5255 -
5256 TO 5260 5265 TO 5267 5275 TO 5278 5284 5288 5299 TO 5304 5323 -
5325 TO 5336 5338 5339 5365 5385 5387 5413
*Design of Plinth Beam
DESIGN BEAM 1 TO 4 18 20 23 25 26
*Design of TIE Beam
DESIGN BEAM 100 TO 125 127 5389
*Design of ROOF Beam
DESIGN BEAM 300 TO 322 324 TO 375 377 379 TO 400
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
