STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 5/5/2020
JOB NAME Optimizing_1
JOB CLIENT AC
JOB NO 0805
JOB REV 1
JOB PART Pipe rack _1
ENGINEER NAME Arun
END JOB INFORMATION
INPUT WIDTH 79
SET NL 50
UNIT METER KN
JOINT COORDINATES
1 3.40001 0 0; 2 10.3 0 0; 3 0 0 7.50002; 4 10.3 0 7.50002;
5 24.7001 0 7.50002; 6 0 0 16; 7 10.3 0 16; 8 24.7001 0 16;
9 3.40001 5.43001 0; 10 10.3 5.43001 0; 11 0 5.43001 7.50002;
12 10.3 5.43001 7.50002; 14 0 5.43001 16; 15 10.3 5.43001 16;
17 3.40001 2.23 0; 18 10.3 2.23 0; 20 10.3 2.23 7.50002;
21 24.7001 2.23 7.50002; 23 10.3 2.23 16; 24 24.7001 2.23 16;
25 14.95 2.23 7.50002; 26 19.65 2.23 7.50002; 27 10.3 2.23 11.75;
28 14.95 2.23 11.75; 29 19.65 2.23 11.75; 30 24.7001 2.23 11.75;
31 14.95 2.23 16; 32 19.65 2.23 16; 33 5.15001 5.43001 16; 34 0 5.43001 11.75;
35 3.20001 5.43001 16; 36 10.3 5.43001 11.75; 37 12.6251 2.2299 16;
38 13.5 2.23 16; 39 12.6251 2.2299 7.50002; 40 13.5 2.23 7.50002;
41 2.57501 5.43001 7.50002; 42 3.40001 5.43001 7.50002;
43 5.15001 5.43001 7.50002; 44 7.72502 5.43001 7.50002;
45 2.57501 5.43001 11.75; 46 5.15001 5.43001 11.75; 47 7.72502 5.43001 11.75;
48 2.57501 5.43001 16; 50 7.72502 5.43001 16; 63 3.40001 5.43001 3.75001;
64 5.15001 5.43001 3.75001; 65 7.72502 5.43001 3.75001; 66 5.15001 5.43001 0;
67 7.72502 5.43001 0; 68 10.3 5.43001 3.75001; 73 12.6251 2.2299 11.75;
74 17.3 2.23 16; 75 17.3 2.23 11.75; 76 17.3 2.23 7.50002; 77 22.175 2.23 16;
78 22.175 2.23 11.75; 79 22.175 2.23 7.50002; 96 0 2.23 16; 97 0 2.23 7.50002;
102 17.3 2.23 13.875; 103 17.3 2.23 9.62502; 104 22.175 2.23 13.875;
105 22.175 2.23 9.62502; 106 12.625 2.23 13.875; 107 12.625 2.23 9.62502;
MEMBER INCIDENCES
1 97 3; 3 17 1; 4 17 9; 5 2 18; 6 18 10; 7 96 6; 9 4 20; 10 20 12; 11 7 23;
12 23 15; 13 5 21; 15 8 24; 17 23 27; 18 27 20; 19 31 28; 20 28 25; 21 32 29;
22 29 26; 23 24 30; 24 30 21; 26 31 74; 27 32 77; 28 27 73; 29 28 75; 30 29 78;
32 25 76; 33 26 79; 36 14 34; 43 15 36; 44 36 12; 45 23 36; 46 36 20; 47 23 37;
48 37 38; 49 38 31; 50 7 37; 51 15 38; 52 20 39; 53 39 40; 54 40 25; 55 4 39;
56 12 40; 65 11 41; 66 41 42; 68 43 44; 69 44 12; 70 34 45; 71 45 46; 72 46 47;
73 47 36; 74 14 48; 75 48 35; 76 35 33; 77 33 50; 78 50 15; 79 48 45; 81 33 46;
83 50 47; 84 47 44; 86 34 11; 88 45 41; 114 9 66; 115 66 67; 116 67 10;
117 9 63; 118 63 42; 119 66 64; 120 64 43; 121 67 65; 122 65 44; 123 10 68;
124 68 12; 125 63 64; 126 64 65; 127 65 68; 141 73 28; 144 74 32; 145 75 29;
146 74 102; 147 76 26; 148 75 103; 149 77 24; 150 78 30; 151 77 104; 152 79 21;
153 78 105; 190 8 77; 212 96 14; 213 96 35; 214 97 11; 218 46 43; 247 5 79;
251 96 34; 252 34 97; 253 18 68; 254 17 63; 257 28 103; 258 26 105; 259 30 104;
260 32 102; 261 28 107; 262 24 104; 263 29 102; 264 29 105; 265 29 103;
266 25 107; 268 42 43; 273 102 75; 274 103 76; 275 104 78; 276 105 79;
277 106 28; 279 103 26; 280 105 30; 281 104 32; 282 102 28; 285 104 29;
286 102 31; 287 105 21; 288 103 25; 291 106 31; 349 37 106; 350 106 73;
351 73 107; 352 107 39; 354 106 27; 355 27 107; 357 23 106; 358 20 107;
359 97 42;
START GROUP DEFINITION
MEMBER
_ROOFGIRDERS 65 66 68 TO 78 114 TO 116 125 TO 127 268
_ROOFBEAMS 36 43 44 79 81 83 84 86 88 117 TO 124 218
_FLOORGIRDERS 26 TO 30 32 33 47 TO 49 52 TO 54 141 144 145 147 149 150 152
_FLOORBEAMS 17 TO 24 146 148 151 153 273 TO 276 349 TO 352
_COLUMNS 1 3 TO 7 9 TO 13 15 212 214
_HBRACES 257 TO 266 277 279 TO 282 285 TO 288 291 354 355 357 358
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
TYPE STEEL
STRENGTH FY 250000 FU 407000 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
CONSTANTS
BETA 45 MEMB 257 TO 266 277 279 TO 282 285 TO 288 291 354 355 357 358
MATERIAL STEEL ALL
MEMBER PROPERTY AMERICAN
1 3 TO 7 9 TO 13 15 212 214 TABLE ST HSST8X8X0.5
257 TO 266 277 279 TO 282 285 TO 288 291 354 355 357 358 TABLE ST L12012022
MEMBER PROPERTY AMERICAN
45 46 50 51 55 56 190 213 247 251 TO 254 359 PRIS YD 0.0762
UNIT MMS NEWTON
MEMBER PROPERTY AMERICAN
17 TO 24 26 TO 30 32 33 36 43 44 47 TO 49 52 TO 54 65 66 68 TO 79 81 83 84 -
86 88 114 TO 127 141 144 TO 153 218 268 273 TO 276 349 TO 351 -
352 TABLE ST W12X26
UNIT METER KN
SUPPORTS
1 TO 8 FIXED
MEMBER RELEASE
257 TO 266 277 279 TO 282 285 TO 288 291 354 355 357 358 START MY MZ
257 TO 266 277 279 TO 282 285 TO 288 291 354 355 357 358 END MY MZ
DEFINE IS1893 2016 LOAD
ZONE 0.24 RF 2.5 I 1 SS 1 ST 1 DM 0.05
SELFWEIGHT 1 
FLOOR WEIGHT
YRANGE 2 2.5 FLOAD 2.3
YRANGE 5 5.5 FLOAD 2.3
LOAD 1 LOADTYPE Seismic  TITLE SEISMIC LOAD +X
1893 LOAD X 1
PDELTA ANALYSIS SMALLDELTA
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE SEISMIC LOAD -X
1893 LOAD X -1
PDELTA ANALYSIS SMALLDELTA
CHANGE
LOAD 3 LOADTYPE Seismic  TITLE SEISMIC LOAD +Z
1893 LOAD Z 1
PDELTA ANALYSIS SMALLDELTA
CHANGE
LOAD 4 LOADTYPE Seismic  TITLE SEISMIC LOAD -Z
1893 LOAD Z -1
PDELTA ANALYSIS SMALLDELTA
CHANGE
LOAD 5 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1 
LOAD 6 LOADTYPE Live  TITLE LIVE LOAD
FLOOR LOAD
YRANGE 2 2.5 FLOAD -2.3 GY
YRANGE 5 5.5 FLOAD -2.3 GY
LOAD 7 GENERATED IS:456/IS:800 IS800:2007 TABLE4 1
REPEAT LOAD
5 1.5 6 1.5 
LOAD 8 GENERATED IS:456/IS:800 IS800:2007 TABLE4 2
REPEAT LOAD
5 1.2 6 1.2 
LOAD 9 GENERATED IS:456/IS:800 IS800:2007 TABLE4 3
REPEAT LOAD
5 1.2 6 1.2 1 0.6 
LOAD 10 GENERATED IS:456/IS:800 IS800:2007 TABLE4 4
REPEAT LOAD
5 1.2 6 1.2 2 0.6 
LOAD 11 GENERATED IS:456/IS:800 IS800:2007 TABLE4 5
REPEAT LOAD
5 1.2 6 1.2 3 0.6 
LOAD 12 GENERATED IS:456/IS:800 IS800:2007 TABLE4 6
REPEAT LOAD
5 1.2 6 1.2 4 0.6 
LOAD 13 GENERATED IS:456/IS:800 IS800:2007 TABLE4 7
REPEAT LOAD
5 1.2 6 1.2 1 -0.6 
LOAD 14 GENERATED IS:456/IS:800 IS800:2007 TABLE4 8
REPEAT LOAD
5 1.2 6 1.2 2 -0.6 
LOAD 15 GENERATED IS:456/IS:800 IS800:2007 TABLE4 9
REPEAT LOAD
5 1.2 6 1.2 3 -0.6 
LOAD 16 GENERATED IS:456/IS:800 IS800:2007 TABLE4 10
REPEAT LOAD
5 1.2 6 1.2 4 -0.6 
LOAD 17 GENERATED IS:456/IS:800 IS800:2007 TABLE4 11
REPEAT LOAD
5 1.2 6 1.2 1 1.2 
LOAD 18 GENERATED IS:456/IS:800 IS800:2007 TABLE4 12
REPEAT LOAD
5 1.2 6 1.2 2 1.2 
LOAD 19 GENERATED IS:456/IS:800 IS800:2007 TABLE4 13
REPEAT LOAD
5 1.2 6 1.2 3 1.2 
LOAD 20 GENERATED IS:456/IS:800 IS800:2007 TABLE4 14
REPEAT LOAD
5 1.2 6 1.2 4 1.2 
LOAD 21 GENERATED IS:456/IS:800 IS800:2007 TABLE4 15
REPEAT LOAD
5 1.2 6 1.2 1 -1.2 
LOAD 22 GENERATED IS:456/IS:800 IS800:2007 TABLE4 16
REPEAT LOAD
5 1.2 6 1.2 2 -1.2 
LOAD 23 GENERATED IS:456/IS:800 IS800:2007 TABLE4 17
REPEAT LOAD
5 1.2 6 1.2 3 -1.2 
LOAD 24 GENERATED IS:456/IS:800 IS800:2007 TABLE4 18
REPEAT LOAD
5 1.2 6 1.2 4 -1.2 
LOAD 25 GENERATED IS:456/IS:800 IS800:2007 TABLE4 19
REPEAT LOAD
5 1.5 
LOAD 26 GENERATED IS:456/IS:800 IS800:2007 TABLE4 20
REPEAT LOAD
5 1.5 1 1.5 
LOAD 27 GENERATED IS:456/IS:800 IS800:2007 TABLE4 21
REPEAT LOAD
5 1.5 2 1.5 
LOAD 28 GENERATED IS:456/IS:800 IS800:2007 TABLE4 22
REPEAT LOAD
5 1.5 3 1.5 
LOAD 29 GENERATED IS:456/IS:800 IS800:2007 TABLE4 23
REPEAT LOAD
5 1.5 4 1.5 
LOAD 30 GENERATED IS:456/IS:800 IS800:2007 TABLE4 24
REPEAT LOAD
5 1.5 1 -1.5 
LOAD 31 GENERATED IS:456/IS:800 IS800:2007 TABLE4 25
REPEAT LOAD
5 1.5 2 -1.5 
LOAD 32 GENERATED IS:456/IS:800 IS800:2007 TABLE4 26
REPEAT LOAD
5 1.5 3 -1.5 
LOAD 33 GENERATED IS:456/IS:800 IS800:2007 TABLE4 27
REPEAT LOAD
5 1.5 4 -1.5 
LOAD 34 GENERATED IS:456/IS:800 IS800:2007 TABLE4 28
REPEAT LOAD
5 0.9 
LOAD 35 GENERATED IS:456/IS:800 IS800:2007 TABLE4 29
REPEAT LOAD
5 0.9 1 1.5 
LOAD 36 GENERATED IS:456/IS:800 IS800:2007 TABLE4 30
REPEAT LOAD
5 0.9 2 1.5 
LOAD 37 GENERATED IS:456/IS:800 IS800:2007 TABLE4 31
REPEAT LOAD
5 0.9 3 1.5 
LOAD 38 GENERATED IS:456/IS:800 IS800:2007 TABLE4 32
REPEAT LOAD
5 0.9 4 1.5 
LOAD 39 GENERATED IS:456/IS:800 IS800:2007 TABLE4 33
REPEAT LOAD
5 0.9 1 -1.5 
LOAD 40 GENERATED IS:456/IS:800 IS800:2007 TABLE4 34
REPEAT LOAD
5 0.9 2 -1.5 
LOAD 41 GENERATED IS:456/IS:800 IS800:2007 TABLE4 35
REPEAT LOAD
5 0.9 3 -1.5 
LOAD 42 GENERATED IS:456/IS:800 IS800:2007 TABLE4 36
REPEAT LOAD
5 0.9 4 -1.5 
PDELTA ANALYSIS SMALLDELTA
UNIT MMS NEWTON
PARAMETER 1
CODE AISC UNIFIED 2016
METHOD LRFD
FYLD 350 MEMB 17 TO 24 26 TO 30 32 33 36 43 44 47 TO 49 52 TO 54 65 66 68 -
69 TO 79 81 83 84 86 88 114 TO 127 141 144 TO 153 218 268 273 TO 276 -
349 TO 352
FYLD 300 MEMB 1 3 TO 7 9 TO 13 15 212 214
DMAX 200 MEMB 1 3 TO 7 9 TO 13 15 212 214
DMIN 200 MEMB 36 43 44 65 66 68 TO 79 81 83 84 86 88 114 TO 127 218 268
PROFILE W12 MEMB 17 TO 24 26 TO 30 32 33 47 TO 49 52 TO 54 141 144 TO 153 -
273 TO 276 349 TO 352
RATIO 0.9 MEMB 1 3 TO 7 9 TO 13 15 17 TO 24 26 TO 30 32 33 36 43 44 -
47 TO 49 52 TO 54 65 66 68 TO 79 81 83 84 86 88 114 TO 127 141 144 TO 153 -
212 214 218 268 273 TO 276 349 TO 352
SELECT MEMB 1 3 TO 7 9 TO 13 15 17 TO 24 26 TO 30 32 33 36 43 44 47 TO 49 -
52 TO 54 65 66 68 TO 79 81 83 84 86 88 114 TO 127 141 144 TO 153 212 214 -
218 268 273 TO 276 349 TO 352
GROUP AX MEMB 65 66 68 TO 78 114 TO 116 125 TO 127 268 
GROUP AX MEMB 26 TO 30 32 33 47 TO 49 52 TO 54 141 144 145 147 149 150 152 
GROUP AX MEMB 1 3 TO 7 9 TO 13 15 212 214 
PDELTA ANALYSIS SMALLDELTA
PARAMETER 2
CODE AISC UNIFIED 2016
RATIO 1 MEMB 1 3 TO 7 9 TO 13 15 17 TO 24 26 TO 30 32 33 36 43 44 47 TO 49 -
52 TO 54 65 66 68 TO 79 81 83 84 86 88 114 TO 127 141 144 TO 153 212 214 -
218 268 273 TO 276 349 TO 352
CHECK CODE MEMB 1 3 TO 7 9 TO 13 15 17 TO 24 26 TO 30 32 33 36 43 44 -
47 TO 49 52 TO 54 65 66 68 TO 79 81 83 84 86 88 114 TO 127 141 144 TO 153 -
212 214 218 268 273 TO 276 349 TO 352
FINISH
