STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 6/24/2020
JOB NAME Tyre Curing Press Bldg.
JOB CLIENT Meghna Innova Rubber Co. Ltd.
JOB REV 00
ENGINEER NAME Anal
**
JOB NO JB_053_20_B01
END JOB INFORMATION
INPUT WIDTH 79
SET NL 100
SET PRINT 1
SET ITERLIM 100
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 0 7.472; 3 0 0 15.144; 4 0 0 22.816; 5 0 0 30.488; 6 0 0 38.16;
7 0 0 45.832; 8 0 0 53.504; 9 0 0 61.176; 10 0 0 68.848; 11 0 0 76.52;
12 0 0 84.192; 13 0 0 91.864; 14 0 0 99.336; 15 6 0 0; 16 6 0 99.336;
17 12 0 0; 18 12 0 99.336; 19 18 0 0; 20 18 0 99.336; 21 24 0 0; 22 24 0 7.472;
23 24 0 15.144; 24 24 0 22.816; 25 24 0 30.488; 26 24 0 38.16; 27 24 0 45.832;
28 24 0 53.504; 29 24 0 61.176; 30 24 0 68.848; 31 24 0 76.52; 32 24 0 84.192;
33 24 0 91.864; 34 24 0 99.336; 515 0 7.85 0; 516 0 7.85 7.472;
517 0 7.85 15.144; 518 0 7.85 22.816; 519 0 7.85 30.488; 520 0 7.85 38.16;
521 0 7.85 45.832; 522 0 7.85 53.504; 523 0 7.85 61.176; 524 0 7.85 68.848;
525 0 7.85 76.52; 526 0 7.85 84.192; 527 0 7.85 91.864; 528 0 7.85 99.336;
529 2.97683 8.2221 0; 530 2.97683 8.2221 7.472; 531 2.97683 8.2221 15.144;
532 2.97683 8.2221 22.816; 533 2.97683 8.2221 30.488; 534 2.97683 8.2221 38.16;
535 2.97683 8.2221 45.832; 536 2.97683 8.2221 53.504;
537 2.97683 8.2221 61.176; 538 2.97683 8.2221 68.848; 539 2.97683 8.2221 76.52;
540 2.97683 8.2221 84.192; 541 2.97683 8.2221 91.864;
542 2.97683 8.2221 99.336; 545 6 8.6 0; 546 6 8.6 7.472; 547 6 8.6 15.144;
548 6 8.6 22.816; 549 6 8.6 30.488; 550 6 8.6 38.16; 551 6 8.6 45.832;
552 6 8.6 53.504; 553 6 8.6 61.176; 554 6 8.6 68.848; 555 6 8.6 76.52;
556 6 8.6 84.192; 557 6 8.6 91.864; 558 6 8.6 99.336; 559 9.02279 8.97785 0;
560 9.02279 8.97785 7.472; 561 9.02279 8.97785 15.144;
562 9.02279 8.97785 22.816; 563 9.02279 8.97785 30.488;
564 9.02279 8.97785 38.16; 565 9.02279 8.97785 45.832;
566 9.02279 8.97785 53.504; 567 9.02279 8.97785 61.176;
568 9.02279 8.97785 68.848; 569 9.02279 8.97785 76.52;
570 9.02279 8.97785 84.192; 571 9.02279 8.97785 91.864;
572 9.02279 8.97785 99.336; 575 12 9.35 0; 576 12 9.35 7.472;
577 12 9.35 15.144; 578 12 9.35 22.816; 579 12 9.35 30.488; 580 12 9.35 38.16;
581 12 9.35 45.832; 582 12 9.35 53.504; 583 12 9.35 61.176; 584 12 9.35 68.848;
585 12 9.35 76.52; 586 12 9.35 84.192; 587 12 9.35 91.864; 588 12 9.35 99.336;
589 14.9772 8.97785 0; 590 14.9772 8.97785 7.472; 591 14.9772 8.97785 15.144;
592 14.9772 8.97785 22.816; 593 14.9772 8.97785 30.488;
594 14.9772 8.97785 38.16; 595 14.9772 8.97785 45.832;
596 14.9772 8.97785 53.504; 597 14.9772 8.97785 61.176;
598 14.9772 8.97785 68.848; 599 14.9772 8.97785 76.52;
600 14.9772 8.97785 84.192; 601 14.9772 8.97785 91.864;
602 14.9772 8.97785 99.336; 605 18 8.6 0; 606 18 8.6 7.472; 607 18 8.6 15.144;
608 18 8.6 22.816; 609 18 8.6 30.488; 610 18 8.6 38.16; 611 18 8.6 45.832;
612 18 8.6 53.504; 613 18 8.6 61.176; 614 18 8.6 68.848; 615 18 8.6 76.52;
616 18 8.6 84.192; 617 18 8.6 91.864; 618 18 8.6 99.336; 619 21.0232 8.2221 0;
620 21.0232 8.2221 7.472; 621 21.0232 8.2221 15.144; 622 21.0232 8.2221 22.816;
623 21.0232 8.2221 30.488; 624 21.0232 8.2221 38.16; 625 21.0232 8.2221 45.832;
626 21.0232 8.2221 53.504; 627 21.0232 8.2221 61.176;
628 21.0232 8.2221 68.848; 629 21.0232 8.2221 76.52; 630 21.0232 8.2221 84.192;
631 21.0232 8.2221 91.864; 632 21.0232 8.2221 99.336; 647 24 7.85 0;
648 24 5.2 7.472; 649 24 5.2 91.864; 650 24 7.85 99.336; 652 24 7.85 7.472;
653 24 7.85 15.144; 654 24 7.85 22.816; 655 24 7.85 30.488; 656 24 7.85 38.16;
657 24 7.85 45.832; 658 24 7.85 53.504; 659 24 7.85 61.176; 660 24 7.85 68.848;
661 24 7.85 76.52; 662 24 7.85 84.192; 663 24 7.85 91.864; 666 26.5 5.2 7.472;
667 26.5 5.2 91.864; 669 24 5.2 15.144; 670 24 5.2 84.192; 671 26.5 5.2 84.192;
672 26.5 5.2 15.144;
MEMBER INCIDENCES
1 1 515; 2 2 516; 5 3 517; 6 4 518; 7 5 519; 10 6 520; 11 7 521; 12 8 522;
13 9 523; 16 10 524; 17 11 525; 18 12 526; 21 13 527; 22 14 528; 23 515 516;
24 516 517; 25 517 518; 26 518 519; 27 519 520; 28 520 521; 29 521 522;
30 522 523; 31 523 524; 32 524 525; 33 525 526; 34 526 527; 35 527 528;
36 515 529; 37 515 546; 38 516 545; 39 516 530; 40 517 531; 41 518 532;
42 519 533; 45 520 534; 46 521 535; 47 522 536; 48 523 537; 51 524 538;
52 525 539; 53 526 540; 54 527 541; 55 527 558; 56 528 557; 57 528 542;
58 15 545; 59 16 558; 60 545 546; 61 546 547; 62 547 548; 63 548 549;
65 550 551; 67 552 553; 69 554 555; 70 555 556; 71 556 557; 72 557 558;
73 545 559; 74 546 560; 75 547 561; 76 548 562; 77 549 563; 78 550 564;
79 551 565; 80 552 566; 81 553 567; 82 554 568; 83 555 569; 84 556 570;
85 557 571; 86 558 572; 87 545 576; 88 546 575; 93 557 588; 94 558 587;
95 559 575; 96 560 576; 97 561 577; 98 562 578; 99 563 579; 100 564 580;
101 565 581; 102 566 582; 103 567 583; 104 568 584; 105 569 585; 106 570 586;
107 571 587; 108 572 588; 109 17 575; 110 18 588; 111 575 576; 112 576 577;
113 577 578; 114 578 579; 115 579 580; 116 580 581; 117 581 582; 118 582 583;
119 583 584; 120 584 585; 121 585 586; 122 586 587; 123 587 588; 124 589 575;
125 590 576; 126 591 577; 127 592 578; 128 593 579; 129 594 580; 130 595 581;
131 596 582; 132 597 583; 133 598 584; 134 599 585; 135 600 586; 136 601 587;
137 602 588; 138 575 606; 139 605 576; 144 587 618; 145 588 617; 146 605 589;
147 606 590; 148 607 591; 149 608 592; 150 609 593; 151 610 594; 152 611 595;
153 612 596; 154 613 597; 155 614 598; 156 615 599; 157 616 600; 158 617 601;
159 618 602; 160 19 605; 161 20 618; 162 605 606; 163 606 607; 164 607 608;
165 608 609; 167 610 611; 169 612 613; 171 614 615; 172 615 616; 173 616 617;
174 617 618; 175 647 619; 176 647 606; 177 652 605; 178 652 620; 179 653 621;
180 654 622; 181 655 623; 184 656 624; 185 657 625; 186 658 626; 187 659 627;
190 660 628; 191 661 629; 192 662 630; 193 663 631; 194 663 618; 195 650 617;
196 650 632; 197 21 647; 198 22 648; 199 33 649; 200 34 650; 204 24 654;
205 25 655; 208 26 656; 209 27 657; 210 28 658; 211 29 659; 214 30 660;
215 31 661; 222 648 652; 223 649 663; 225 647 652; 226 652 653; 227 653 654;
228 654 655; 229 655 656; 230 656 657; 231 657 658; 232 658 659; 233 659 660;
234 660 661; 235 661 662; 236 662 663; 237 663 650; 239 648 666; 240 649 667;
244 530 546; 245 531 547; 246 532 548; 247 533 549; 248 534 550; 249 535 551;
250 536 552; 251 537 553; 252 538 554; 253 539 555; 254 540 556; 255 541 557;
256 621 607; 257 622 608; 258 623 609; 259 624 610; 260 625 611; 261 626 612;
262 627 613; 263 628 614; 264 629 615; 265 630 616; 266 631 617; 267 620 606;
268 542 558; 270 632 618; 272 529 545; 274 619 605; 279 13 528; 280 14 527;
281 1 516; 282 2 515; 283 7 522; 284 8 521; 285 521 552; 286 522 551;
287 551 582; 288 552 581; 289 611 582; 290 612 581; 291 657 612; 292 658 611;
293 27 658; 294 28 657; 299 551 552; 300 611 612; 301 549 550; 302 609 610;
303 553 554; 304 613 614; 305 23 669; 306 669 653; 307 32 670; 308 670 662;
309 670 671; 310 669 672; 313 649 670; 314 667 671; 315 669 648; 316 672 666;
317 33 650; 318 34 663; 319 21 652; 320 22 647;
START USER TABLE
TABLE 1
UNIT METER KN
DOUBLE ANGLE
2L110X110X10
0.11 0.11 0.01 0.005 4.85405e-06 9.6224e-06 1.4e-07 0.0311905 0.0022 0.0022 0
END
*
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
**
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 90 MEMB 58 59 109 110 160 161
MATERIAL STEEL ALL
**
MEMBER PROPERTY AMERICAN
*
**************************Main Frame *********************************
*
****Column
*
2 5 TO 7 10 TO 13 16 TO 18 21 204 205 208 TO 211 214 -
215 TAPERED 0.37 0.006 0.72 0.2 0.01
*
198 199 305 307 TAPERED 0.37 0.006 0.595 0.2 0.01
222 223 306 308 TAPERED 0.595 0.006 0.72 0.2 0.01
*
****Rafter
39 TO 42 45 TO 48 51 TO 54 178 TO 181 184 TO 187 190 TO 192 -
193 TAPERED 0.695 0.006 0.52 0.2 0.01
*
74 TO 85 147 TO 158 244 TO 267 TAPERED 0.516 0.005 0.516 0.2 0.008
*
96 TO 107 125 TO 136 TAPERED 0.512 0.005 0.512 0.175 0.006
*
********************************End Frame *********************************
*
****Column
1 22 TAPERED 0.37 0.006 0.72 0.2 0.01
*
197 200 TAPERED 0.37 0.006 0.595 0.2 0.01
*
****Rafter
36 57 175 196 TAPERED 0.616 0.005 0.516 0.175 0.008
*
73 86 146 159 268 270 272 274 TAPERED 0.512 0.005 0.512 0.175 0.006
*
95 108 124 137 TAPERED 0.512 0.005 0.512 0.15 0.006
*
****Post
*
58 59 109 110 160 161 TAPERED 0.312 0.005 0.312 0.15 0.006
*
******************************* Canopy ********************************
239 240 309 310 TAPERED 0.362 0.005 0.252 0.15 0.006
*
*****************************Strut Member****************************
MEMBER PROPERTY CHINESE
23 TO 35 60 72 111 TO 123 162 174 225 TO 237 299 -
300 TABLE ST TUBE TH 0.005 WT 0.1 DT 0.1
*
************************Roof & Side Wall Bracing***********************
*
37 38 55 56 87 88 93 94 138 139 144 145 176 177 194 195 285 TO 291 -
292 TABLE ST PIPE OD 0.02 ID 0
*
*
***************************** Purlin **********************************
*
MEMBER PROPERTY COLDFORMED AMERICAN
61 TO 63 65 67 69 TO 71 163 TO 165 167 169 171 TO 173 301 TO 304 313 TO 315 -
316 TABLE ST 7ZS2X060
MEMBER PROPERTY CHINESE
279 TO 284 293 294 317 TO 320 TABLE ST PIPE OD 0.02 ID 0
*****************************************
*****************************************
SUPPORTS
1 TO 34 PINNED
*
MEMBER RELEASE
58 59 109 110 160 161 END FX MY MZ
*
MEMBER TENSION 
37 38 55 56 87 88 93 94 138 139 144 145 176 177 194 195 279 TO 294 317 TO 320
*
*******************************************
*******************************************
MEMBER TRUSS 
23 TO 35 60 TO 63 65 67 69 TO 72 111 TO 123 162 TO 165 167 169 171 TO 174 -
225 TO 237 299 TO 304 313 TO 316
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1.1 
MEMBER LOAD
*************Roof Dead Load = 0.126 kN/m2*******************************
* 7.672 m C/C Distacne
39 TO 42 45 TO 48 51 TO 54 74 TO 85 96 TO 107 125 TO 136 147 TO 158 -
178 TO 181 184 TO 187 190 TO 193 244 TO 267 UNI GY -0.97
* 3.736 m C/C Distacne
36 57 73 86 95 108 124 137 146 159 175 196 239 240 268 270 272 274 309 -
310 UNI GY -0.47
*Canopy
*************Wall Panel+Liner+Insulation Load = 0.15 kN/m2********************
* 7.672m C/C Distacne
1 2 5 TO 7 10 TO 13 16 TO 18 21 22 197 TO 200 204 205 208 TO 211 214 215 222 -
223 305 TO 308 UNI GY -1.15
* 3.736 m C/C Distacne
58 59 109 110 160 161 UNI GY -0.56
***********************************
***********************************
LOAD R2 LOADTYPE Live  TITLE LIVE LOAD ON FLOOR
***********************************
***********************************
*
LOAD R3 LOADTYPE Roof Live  TITLE LIVE LOAD ON ROOF
MEMBER LOAD
*************************Roof Live Load = 0.58 kN/m2*************************
* 7.672 m C/C Distacne
39 TO 42 45 TO 48 51 TO 54 74 TO 85 96 TO 107 125 TO 136 147 TO 158 -
178 TO 181 184 TO 187 190 TO 193 244 TO 267 UNI GY -4.45
* 3.736 m C/C Distacne
36 57 73 86 95 108 124 137 146 159 175 196 239 240 268 270 272 274 309 -
310 UNI GY -2.17
***********************************
***********************************
*
LOAD R4 LOADTYPE None  TITLE COLLATERAL LOAD
END DEFINE REFERENCE LOADS
*******************************************
*******************************************
DEFINE UBC LOAD
ZONE 0.15 I 1 RWX 6 RWZ 6 CT 0.083 PX 0.43 PZ 0.43 S 1.5
REFERENCE LOAD Y
R1 1.0 
*******************************************
*******************************************
LOAD 1 LOADTYPE None  TITLE SEISMIC LEFT
UBC LOAD X 1
PERFORM ANALYSIS
CHANGE
*
LOAD 2 SEISMIC RIGHT
UBC LOAD X -1
PERFORM ANALYSIS
CHANGE
****
LOAD 3 SEISMIC END 1
UBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
****
LOAD 4 SEISMIC END 2
UBC LOAD Z -1
PERFORM ANALYSIS
CHANGE
*******************************************
*******************************************
LOAD 5 DEAD LOAD
REFERENCE LOAD
R1 1.0 
***
LOAD 6 LIVE LOAD ON FLOOR
REFERENCE LOAD
R2 1.0 
LOAD 7 LIVE LOAD ON ROOF
REFERENCE LOAD
R3 1.0 
LOAD 8 TEMPERATURE LOAD
*******************************************
*******************************************
LOAD 9 WIND LEFT(+)
MEMBER LOAD
*WWW
2 5 TO 7 10 TO 13 16 TO 18 21 TRAP GX 3.84 4.42
*
1 22 TRAP GX 1.92 2.21
* WWR
39 TO 42 45 TO 48 51 TO 54 74 TO 85 96 TO 107 244 TO 255 UNI Y 7.03
36 57 73 86 95 108 268 272 UNI Y 3.51
* LWR
125 TO 136 147 TO 158 178 TO 181 184 TO 187 190 TO 193 256 TO 267 UNI Y 6.03
124 137 146 159 175 196 270 274 UNI Y 3.02
* LWW
198 199 204 205 208 TO 211 214 215 222 223 305 TO 308 UNI GX 4.83
197 200 UNI GX 2.42
* SW
59 110 161 UNI GZ 4.72
22 200 UNI GZ 2.36
58 109 160 UNI GZ -4.72
1 197 UNI GZ -2.36
*
*** Canopy
239 240 309 310 UNI Y 3.61
*
*******************************************
*******************************************
LOAD 10 WIND LEFT(-)
MEMBER LOAD
*WWW
2 5 TO 7 10 TO 13 16 TO 18 21 TRAP GX 5.28 6.73
*
1 22 TRAP GX 2.64 3.36
* WWR
39 TO 42 45 TO 48 51 TO 54 74 TO 85 96 TO 107 244 TO 255 UNI Y 4.72
36 57 73 86 95 108 268 272 UNI Y 2.36
* LWR
125 TO 136 147 TO 158 178 TO 181 184 TO 187 190 TO 193 256 TO 267 UNI Y 3.84
124 137 146 159 175 196 270 274 UNI Y 1.92
* LWW
198 199 204 205 208 TO 211 214 215 222 223 305 TO 308 UNI GX 3.84
197 200 UNI GX 1.92
* SW
59 110 161 UNI GZ 3
22 200 UNI GZ 1.5
58 109 160 UNI GZ -3
1 197 UNI GZ -1.5
*
*** Canopy
239 240 309 310 UNI Y 3.61
*
*******************************************
*******************************************
LOAD 11 WIND RIGHT(+)
MEMBER LOAD
*WWW
204 205 208 TO 211 214 215 TRAP GX -3.84 -4.42
198 199 305 307 TRAP GX -3.84 -3.84
222 223 306 308 TRAP GX -3.84 -4.42
*
197 200 TRAP GX -1.92 -2.21
* WWR
125 TO 136 147 TO 158 178 TO 181 184 TO 187 190 TO 193 256 TO 267 UNI Y 7.03
124 137 146 159 175 196 270 274 UNI Y 3.51
* LWR
39 TO 42 45 TO 48 51 TO 54 74 TO 85 96 TO 107 244 TO 255 UNI Y 6.03
36 57 73 86 95 108 268 272 UNI Y 3.02
* LWW
2 5 TO 7 10 TO 13 16 TO 18 21 UNI GX -4.83
1 22 UNI GX -2.42
* SW
59 110 161 UNI GZ 4.72
22 200 UNI GZ 2.36
58 109 160 UNI GZ -4.72
1 197 UNI GZ -2.36
*
*** Canopy
239 240 309 310 UNI Y 3.61
*
*******************************************
*******************************************
LOAD 12 WIND RIGHT(-)
MEMBER LOAD
*WWW
204 205 208 TO 211 214 215 TRAP GX -5.28 -6.73
198 199 305 307 TRAP GX -5.28 -5.28
222 223 306 308 TRAP GX -5.28 -6.73
*
197 200 TRAP GX -2.64 -3.36
* WWR
125 TO 136 147 TO 158 178 TO 181 184 TO 187 190 TO 193 256 TO 267 UNI Y 4.72
124 137 146 159 175 196 270 274 UNI Y 2.36
* LWR
39 TO 42 45 TO 48 51 TO 54 74 TO 85 96 TO 107 244 TO 255 UNI Y 3.84
36 57 73 86 95 108 268 272 UNI Y 1.92
* LWW
2 5 TO 7 10 TO 13 16 TO 18 21 UNI GX -3.84
1 22 UNI GX -1.92
* SW
59 110 161 UNI GZ 3
22 200 UNI GZ 1.5
58 109 160 UNI GZ -3
1 197 UNI GZ -1.5
*
*** Canopy
239 240 309 310 UNI Y 3.61
*
*******************************************
*******************************************
LOAD 13 WIND END 1(+)
MEMBER LOAD
*WWW
58 109 160 TRAP GZ 3 3.46
*
1 197 TRAP GZ 1.5 3
* WWR & LWR
39 TO 42 45 TO 48 51 TO 54 74 TO 85 96 TO 107 125 TO 136 147 TO 158 -
178 TO 181 184 TO 187 190 TO 193 244 TO 267 UNI Y 6.03
36 57 73 86 95 108 124 137 146 159 175 196 268 270 272 274 UNI Y 3.02
* LWW
59 110 161 UNI GZ 3
22 200 UNI GZ 1.5
* SW
198 199 204 205 208 TO 211 214 215 222 223 305 TO 308 UNI GX 6.03
197 200 UNI GX 3.02
2 5 TO 7 10 TO 13 16 TO 18 21 UNI GX -6.03
1 22 UNI GX -3.02
*
*** Canopy
239 240 309 310 UNI Y 3.61
*
*******************************************
*******************************************
LOAD 14 WIND END 1(-)
MEMBER LOAD
*WWW
58 109 160 TRAP GZ 4.13 5.26
*
1 197 TRAP GZ 2.06 2.63
* WWR & LWR
39 TO 42 45 TO 48 51 TO 54 74 TO 85 96 TO 107 125 TO 136 147 TO 158 -
178 TO 181 184 TO 187 190 TO 193 244 TO 267 UNI Y 3.73
36 57 73 86 95 108 124 137 146 159 175 196 268 270 272 274 UNI Y 1.86
* LWW
59 110 161 UNI GZ 3
22 200 UNI GZ 1.5
* SW
198 199 204 205 208 TO 211 214 215 222 223 305 TO 308 UNI GX 3.73
197 200 UNI GX 1.86
2 5 TO 7 10 TO 13 16 TO 18 21 UNI GX -3.73
1 22 UNI GX -1.86
*
*** Canopy
239 240 309 310 UNI Y 3.61
*
*******************************************
*******************************************
LOAD 15 WIND END 2(+)
MEMBER LOAD
*WWW
59 110 161 TRAP GZ -3 -3.46
*
22 200 TRAP GZ -1.5 -3
* WWR & LWR
39 TO 42 45 TO 48 51 TO 54 74 TO 85 96 TO 107 125 TO 136 147 TO 158 -
178 TO 181 184 TO 187 190 TO 193 244 TO 267 UNI Y 6.03
36 57 73 86 95 108 124 137 146 159 175 196 268 270 272 274 UNI Y 3.02
* LWW
58 109 160 UNI GZ -3
1 197 UNI GZ -1.5
* SW
198 199 204 205 208 TO 211 214 215 222 223 305 TO 308 UNI GX 6.03
197 200 UNI GX 3.02
2 5 TO 7 10 TO 13 16 TO 18 21 UNI GX -6.03
1 22 UNI GX -3.02
*** Canopy
239 240 309 310 UNI Y 3.61
*
*******************************************
*******************************************
LOAD 16 WIND END 2(-)
MEMBER LOAD
*WWW
59 110 161 TRAP GZ -4.13 -5.26
*
22 200 TRAP GZ -2.06 -2.63
* WWR & LWR
39 TO 42 45 TO 48 51 TO 54 74 TO 85 96 TO 107 125 TO 136 147 TO 158 -
178 TO 181 184 TO 187 190 TO 193 244 TO 267 UNI Y 3.73
36 57 73 86 95 108 124 137 146 159 175 196 268 270 272 274 UNI Y 1.86
* LWW
58 109 160 UNI GZ -3
1 197 UNI GZ -1.5
* SW
198 199 204 205 208 TO 211 214 215 222 223 305 TO 308 UNI GX 3.73
197 200 UNI GX 1.86
2 5 TO 7 10 TO 13 16 TO 18 21 UNI GX -3.73
1 22 UNI GX -1.86
*
*** Canopy
239 240 309 310 UNI Y 3.61
*
*******************************************
*******************************************
LOAD 17 COLLATERAL LOAD
REFERENCE LOAD
R4 1.0 
*
LOAD 18 P (RAIN WATER PONDING)
**************************
******************************Combination Load Cases as per BNBC-2006 - ASD
**DL
LOAD 100 DL
REPEAT LOAD
5 1.0 
**DL+LLF+LLR
LOAD 101 DL+LLF+LLR
REPEAT LOAD
5 1.0 6 1.0 7 1.0 
**DL+LLF+P
LOAD 102 DL+LLF+P
REPEAT LOAD
5 1.0 6 1.0 18 1.0 
**DL+Temperature Load
LOAD 103 DL+TEMPERATURE LOAD
REPEAT LOAD
5 1.0 8 1.0 
**********
**DL+WIND LOAD
LOAD 104 DL+WIND LEFT(+)
REPEAT LOAD
5 1.0 9 1.0 
LOAD 105 DL+WIND LEFT(-)
REPEAT LOAD
5 1.0 10 1.0 
LOAD 106 DL+WIND RIGHT(+)
REPEAT LOAD
5 1.0 11 1.0 
LOAD 107 DL+WIND RIGHT(-)
REPEAT LOAD
5 1.0 12 1.0 
LOAD 108 DL+WIND END 1(+)
REPEAT LOAD
5 1.0 13 1.0 
LOAD 109 DL+WIND END 1(-)
REPEAT LOAD
5 1.0 14 1.0 
LOAD 110 DL+WIND END 2(+)
REPEAT LOAD
5 1.0 15 1.0 
LOAD 111 DL+WIND END 2(-)
REPEAT LOAD
5 1.0 16 1.0 
**********
**DL+SEISMIC LOAD
LOAD 112 DL+SEISMIC LEFT
REPEAT LOAD
5 1.0 
LOAD 113 DL+SEISMIC RIGHT
REPEAT LOAD
5 1.0 2 1.0 
LOAD 114 DL+SEISMIC END 1
REPEAT LOAD
5 1.0 3 1.0 
LOAD 115 DL+SEISMIC END 2
REPEAT LOAD
5 1.0 4 1.0 
**********
**0.9DL+WIND LOAD
LOAD 116 0.9DL+WIND LEFT(+)
REPEAT LOAD
5 0.9 9 1.0 
LOAD 117 0.9DL+WIND LEFT(-)
REPEAT LOAD
5 0.9 10 1.0 
LOAD 118 0.9DL+WIND RIGHT(+)
REPEAT LOAD
5 0.9 11 1.0 
LOAD 119 0.9DL+WIND RIGHT(-)
REPEAT LOAD
5 0.9 12 1.0 
LOAD 120 0.9DL+WIND END 1(+)
REPEAT LOAD
5 0.9 13 1.0 
LOAD 121 0.9DL+WIND END 1(-)
REPEAT LOAD
5 0.9 14 1.0 
LOAD 122 0.9DL+WIND END 2(+)
REPEAT LOAD
5 0.9 15 1.0 
LOAD 123 0.9DL+WIND END 2(-)
REPEAT LOAD
5 0.9 16 1.0 
**********
**0.9DL+SEISMIC LOAD
LOAD 124 0.9DL+SEISMIC LEFT
REPEAT LOAD
5 0.9 
LOAD 125 0.9DL+SEISMIC RIGHT
REPEAT LOAD
5 0.9 2 1.0 
LOAD 126 0.9DL+SEISMIC END 1
REPEAT LOAD
5 0.9 3 1.0 
LOAD 127 0.9DL+SEISMIC END 2
REPEAT LOAD
5 0.9 4 1.0 
**********
*33% Stress Increase
**********
**0.75DL+0.75LLF+0.75LLR+0.75Temperature Load
LOAD 128 0.75DL+0.75LLF+0.75LLR+0.75TEMPERATURE LOAD
REPEAT LOAD
5 0.75 6 0.75 7 0.75 8 0.75 
**0.75DL+0.75LLF+0.75P+0.75Temperature Load
LOAD 129 0.75DL+0.75LLF+0.75P+0.75TEMPERATURE LOAD
REPEAT LOAD
5 0.75 6 0.75 18 0.75 8 0.75 
**0.75DL+0.75Temperature Load+0.75WIND LOAD
LOAD 130 0.75DL+0.75TEMPERATURE LOAD+0.75WIND LEFT(+)
REPEAT LOAD
5 0.75 8 0.75 9 0.75 
LOAD 131 0.75DL+0.75TEMPERATURE LOAD+0.75WIND LEFT(-)
REPEAT LOAD
5 0.75 8 0.75 10 0.75 
LOAD 132 0.75DL+0.75TEMPERATURE LOAD+0.75WIND RIGHT(+)
REPEAT LOAD
5 0.75 8 0.75 11 0.75 
LOAD 133 0.75DL+0.75TEMPERATURE LOAD+0.75WIND RIGHT(-)
REPEAT LOAD
5 0.75 8 0.75 12 0.75 
LOAD 134 0.75DL+0.75TEMPERATURE LOAD+0.75WIND END 1(+)
REPEAT LOAD
5 0.75 8 0.75 13 0.75 
LOAD 135 0.75DL+0.75TEMPERATURE LOAD+0.75WIND END 1(-)
REPEAT LOAD
5 0.75 8 0.75 14 0.75 
LOAD 136 0.75DL+0.75TEMPERATURE LOAD+0.75WIND END 2(+)
REPEAT LOAD
5 0.75 8 0.75 15 0.75 
LOAD 137 0.75DL+0.75TEMPERATURE LOAD+0.75WIND END 2(-)
REPEAT LOAD
5 0.75 8 0.75 16 0.75 
**0.75DL+0.75Temperature Load+0.75 SEISMIC LOAD
LOAD 138 0.75DL+0.75TEMPERATURE LOAD+0.75SEISMIC LEFT
REPEAT LOAD
5 0.75 8 0.75 
LOAD 139 DL+0.75TEMPERATURE LOAD+0.75SEISMIC RIGHT
REPEAT LOAD
5 0.75 8 0.75 2 0.75 
LOAD 140 DL+0.75TEMPERATURE LOAD+0.75SEISMIC END 1
REPEAT LOAD
5 0.75 8 0.75 3 0.75 
LOAD 141 DL+0.75TEMPERATURE LOAD+0.75SEISMIC END 2
REPEAT LOAD
5 0.75 8 0.75 4 0.75 
**************
**************
**0.75DL+0.75LLF+0.75LLR+0.75WIND LOAD
LOAD 142 0.75DL+0.75LLF+0.75LLR+0.75WIND LEFT(+)
REPEAT LOAD
5 0.75 6 0.75 7 0.75 9 0.75 
LOAD 143 0.75DL+0.75LLF+0.75LLR+0.75WIND LEFT(-)
REPEAT LOAD
5 0.75 6 0.75 7 0.75 10 0.75 
LOAD 144 0.75DL+0.75LLF+0.75LLR+0.75WIND RIGHT(+)
REPEAT LOAD
5 0.75 6 0.75 7 0.75 11 0.75 
LOAD 145 0.75DL+0.75LLF+0.75LLR+0.75WIND RIGHT(-)
REPEAT LOAD
5 0.75 6 0.75 7 0.75 12 0.75 
LOAD 146 0.75DL+0.75LLF+0.75LLR+0.75WIND END 1(+)
REPEAT LOAD
5 0.75 6 0.75 7 0.75 13 0.75 
LOAD 147 0.75DL+0.75LLF+0.75LLR+0.75WIND END 1(-)
REPEAT LOAD
5 0.75 6 0.75 7 0.75 14 0.75 
LOAD 148 0.75DL+0.75LLF+0.75LLR+0.75WIND END 2(+)
REPEAT LOAD
5 0.75 6 0.75 7 0.75 15 0.75 
LOAD 149 0.75DL+0.75LLF+0.75LLR+0.75WIND END 2(-)
REPEAT LOAD
5 0.75 6 0.75 7 0.75 16 0.75 
*********
**0.75DL+0.75LLF+0.75P+0.75WIND LOAD
LOAD 150 0.75DL+0.75LLF+0.75P+0.75WIND LEFT(+)
REPEAT LOAD
5 0.75 6 0.75 18 0.75 9 0.75 
LOAD 151 0.75DL+0.75LLF+0.75P+0.75WIND LEFT(-)
REPEAT LOAD
5 0.75 6 0.75 18 0.75 10 0.75 
LOAD 152 0.75DL+0.75LLF+0.75P+0.75WIND RIGHT(+)
REPEAT LOAD
5 0.75 6 0.75 18 0.75 11 0.75 
LOAD 153 0.75DL+0.75LLF+0.75P+0.75WIND RIGHT(-)
REPEAT LOAD
5 0.75 6 0.75 18 0.75 12 0.75 
LOAD 154 0.75DL+0.75LLF+0.75P+0.75WIND END 1(+)
REPEAT LOAD
5 0.75 6 0.75 18 0.75 13 0.75 
LOAD 155 0.75DL+0.75LLF+0.75P+0.75WIND END 1(-)
REPEAT LOAD
5 0.75 6 0.75 18 0.75 14 0.75 
LOAD 156 0.75DL+0.75LLF+0.75P+0.75WIND END 2(+)
REPEAT LOAD
5 0.75 6 0.75 18 0.75 15 0.75 
LOAD 157 0.75DL+0.75LLF+0.75P+0.75WIND END 2(-)
REPEAT LOAD
5 0.75 6 0.75 18 0.75 16 0.75 
*************
**0.75DL+0.75LLF+0.75LLR+0.75SEISMIC LOAD
LOAD 158 0.75DL+0.75LLF+0.75LLR+0.75SEISMIC LEFT
REPEAT LOAD
5 0.75 6 0.75 7 0.75 
LOAD 159 0.75DL+0.75LLF+0.75LLR+0.75SEISMIC RIGHT
REPEAT LOAD
5 0.75 6 0.75 7 0.75 2 0.75 
LOAD 160 0.75DL+0.75LLF+0.75LLR+0.75SEISMIC END 1
REPEAT LOAD
5 0.75 6 0.75 7 0.75 3 0.75 
LOAD 161 0.75DL+0.75LLF+0.75LLR+0.75SEISMIC END 2
REPEAT LOAD
5 0.75 6 0.75 7 0.75 4 0.75 
****
**0.75DL+0.75LLF+0.75P+0.75SEISMIC LOAD
LOAD 162 0.75DL+0.75LLF+0.75P+0.75SEISMIC LEFT
REPEAT LOAD
5 0.75 6 0.75 18 0.75 
LOAD 163 0.75DL+0.75LLF+0.75P+0.75SEISMIC RIGHT
REPEAT LOAD
5 0.75 6 0.75 18 0.75 2 0.75 
LOAD 164 0.75DL+0.75LLF+0.75P+0.75SEISMIC END 1
REPEAT LOAD
5 0.75 6 0.75 18 0.75 3 0.75 
LOAD 165 0.75DL+0.75LLF+0.75P+0.75SEISMIC END 2
REPEAT LOAD
5 0.75 6 0.75 18 0.75 4 0.75 
**************************************************************
**************************************************************
*
***************************Combinations for Collateral Load
**DL+LLF+LLR+Collateral Load
LOAD 166 DL+LLF+LLR+COLLATERAL LOAD
REPEAT LOAD
5 1.0 6 1.0 7 1.0 17 1.0 
**DL+LLF+P+Collateral Load
LOAD 167 DL+LLF+P+COLLATERAL LOAD
REPEAT LOAD
5 1.0 6 1.0 18 1.0 17 1.0 
*****************************
**************************
***Combination  for Deflection
*
LOAD 200 DL +LL
REPEAT LOAD
5 1.0 6 1.0 
LOAD 201 DL + 0.5LLF + 0.5 LLR + 0.7 WIND LEFT(+)
REPEAT LOAD
5 1.0 9 0.7 6 0.5 7 0.5 
LOAD 202 DL + 0.5LLF + 0.5 LLR + 0.7 WIND LEFT(-)
REPEAT LOAD
5 1.0 10 0.7 6 0.5 7 0.5 
LOAD 203 DL + 0.5LLF + 0.5 LLR + 0.7 WIND RIGHT(+)
REPEAT LOAD
5 1.0 11 0.7 6 0.5 7 0.5 
LOAD 204 DL + 0.5LLF + 0.5 LLR + 0.7 WIND RIGHT(-)
REPEAT LOAD
5 1.0 12 0.7 6 0.5 7 0.5 
LOAD 205 DL + 0.5LLF + 0.5 LLR + 0.7 WIND END 1(+)
REPEAT LOAD
5 1.0 13 0.7 6 0.5 7 0.5 
LOAD 206 DL + 0.5LLF + 0.5 LLR + 0.7 WIND END 1(-)
REPEAT LOAD
5 1.0 14 0.7 6 0.5 7 0.5 
LOAD 207 DL + 0.5LLF + 0.5 LLR + 0.7 WIND END 2(+)
REPEAT LOAD
5 1.0 15 0.7 6 0.5 7 0.5 
LOAD 208 DL + 0.5LLF + 0.5 LLR + 0.7 WIND END 2(-)
REPEAT LOAD
5 1.0 16 0.7 6 0.5 7 0.5 
LOAD 209 DL + LL + COLLATERAL
REPEAT LOAD
5 1.0 6 1.0 17 1.0 
*
*****************************
**************************
PERFORM ANALYSIS
CHANGE
LOAD LIST 100 TO 167
****
PARAMETER 1
CODE AISC UNIFIED 2010
METHOD ASD
*
CB 0 ALL
BEAM 1 ALL
MAIN 0 MEMB 1 2 5 TO 7 10 TO 13 16 TO 18 21 TO 36 39 TO 42 45 TO 48 -
51 TO 54 57 TO 63 65 67 69 TO 86 95 TO 137 146 TO 165 167 169 171 TO 175 -
178 TO 181 184 TO 187 190 TO 193 196 TO 200 204 205 208 TO 211 214 215 222 -
223 225 TO 237 239 240 244 TO 268 270 272 274 299 TO 310 313 TO 316
STP 2 MEMB 1 2 5 TO 7 10 TO 13 16 TO 18 21 22 36 39 TO 42 45 TO 48 51 TO 54 -
57 TO 59 73 TO 86 95 TO 110 124 TO 137 146 TO 161 175 178 TO 181 184 TO 187 -
190 TO 193 196 TO 200 204 205 208 TO 211 214 215 222 223 239 240 244 TO 268 -
270 272 274 305 TO 310
FYLD 345000 MEMB 1 2 5 TO 7 10 TO 13 16 TO 18 21 TO 36 39 TO 42 45 TO 48 51 -
52 TO 54 57 TO 60 72 TO 86 95 TO 137 146 TO 162 174 175 178 TO 181 -
184 TO 187 190 TO 193 196 TO 200 204 205 208 TO 211 214 215 222 223 -
225 TO 237 239 240 244 TO 268 270 272 274 299 300 305 TO 310 313 TO 316
**Rafter
UNT 1.5 MEMB 36 39 TO 42 45 TO 48 51 TO 54 57 73 TO 86 95 TO 108 124 TO 137 -
146 TO 159 175 178 TO 181 184 TO 187 190 TO 193 196 239 240 244 TO 268 270 -
272 274 309 310
UNB 3 MEMB 36 39 TO 42 45 TO 48 51 TO 54 57 73 TO 86 95 TO 108 124 TO 137 -
146 TO 159 175 178 TO 181 184 TO 187 190 TO 193 196 239 240 244 TO 268 270 -
272 274 309 310
LY 3 MEMB 36 39 TO 42 45 TO 48 51 TO 54 57 73 TO 86 95 TO 108 124 TO 137 146 -
147 TO 159 175 178 TO 181 184 TO 187 190 TO 193 196 244 TO 268 270 272 274
*
LZ 24.186 MEMB 36 39 TO 42 45 TO 48 51 TO 54 57 73 TO 86 95 TO 108 -
124 TO 137 146 TO 159 175 178 TO 181 184 TO 187 190 TO 193 196 244 TO 268 -
270 272 274
* Column
LZ 8.15 MEMB 197 TO 200 222 223 305 TO 308
*
UNT 3.05 MEMB 1 2 5 TO 7 10 TO 13 16 TO 18 21 22 58 59 109 110 160 161 197 -
198 TO 200 204 205 208 TO 211 214 215 222 223 305 TO 308
UNB 3.05 MEMB 1 2 5 TO 7 10 TO 13 16 TO 18 21 22 58 59 109 110 160 161 197 -
198 TO 200 204 205 208 TO 211 214 215 222 223 305 TO 308
LY 3.05 MEMB 1 2 5 TO 7 10 TO 13 16 TO 18 21 22 58 59 109 110 160 161 197 -
198 TO 200 204 205 208 TO 211 214 215 222 223 305 TO 308
*
KZ 1.5 MEMB 1 2 5 TO 7 10 TO 13 16 TO 18 21 22 197 TO 200 204 205 208 TO 211 -
214 215 222 223 305 TO 308
*
* Bracing
TMAIN 1 MEMB 37 38 55 56 87 88 93 94 138 139 144 145 176 177 194 195 -
279 TO 294 317 TO 320
MAIN 1 MEMB 37 38 55 56 87 88 93 94 138 139 144 145 176 177 194 195 -
279 TO 294 317 TO 320
*
*****
CHECK CODE MEMB 1 2 5 TO 7 10 TO 13 16 TO 18 21 TO 42 45 TO 48 51 TO 60 72 -
73 TO 88 93 TO 139 144 TO 162 174 TO 181 184 TO 187 190 TO 200 204 205 208 -
209 TO 211 214 215 222 223 225 TO 237 239 240 244 TO 268 270 272 274 -
279 TO 294 299 300 305 TO 310 317 TO 320
*ALL B/U
STEEL TAKE OFF LIST 1 2 5 TO 7 10 TO 13 16 TO 18 21 22 36 39 TO 42 45 TO 48 -
51 TO 54 57 TO 59 73 TO 86 95 TO 110 124 TO 137 146 TO 161 175 178 TO 181 -
184 TO 187 190 TO 193 196 TO 200 204 205 208 TO 211 214 215 222 223 -
244 TO 268 270 272 274 305 TO 308
* Strut Member
STEEL TAKE OFF LIST 23 TO 35 60 72 111 TO 123 162 174 225 TO 237 299 300
*
STEEL TAKE OFF LIST 1 2 5 TO 7 10 TO 13 16 TO 18 21 22 36 39 TO 42 45 TO 48 -
51 TO 54 57 TO 59 73 TO 86 95 TO 110 124 TO 137 146 TO 161 175 178 TO 181 -
184 TO 187 190 TO 193 196 TO 200 204 205 208 TO 211 214 215 222 223 239 240 -
244 TO 268 270 272 274 305 TO 310
FINISH
