Please find attached staad file,
Please do the needfull. i have checked with track 2 it is saying infinity ratio for bending
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 23-Feb-15
*** project : TSL - INLET DUCT SUPPPORT
*** made : SK
*** date : 14.08.15
*** check : BSK
*** date : 17.08.15
**** REV-0
END JOB INFORMATION
INPUT WIDTH 79
SET Z UP
UNIT METER KN
JOINT COORDINATES
50 30.858 15.042 17.762; 51 31.608 15.042 17.762; 52 30.858 14.292 17.762;
53 31.608 14.292 17.762; 54 30.483 13.917 0.399999; 55 30.483 15.417 0.399999;
56 31.983 13.917 0.399999; 57 31.983 15.417 0.399999;
335 30.7084 14.1424 10.7952; 336 30.7084 15.1916 10.7952;
337 30.5206 13.9546 2.04919; 338 30.5581 13.9921 3.79839;
339 30.5957 14.0297 5.54758; 340 30.6333 14.0673 7.29677;
341 30.6708 14.1048 9.04597; 342 30.5206 15.3794 2.04919;
343 30.5581 15.3419 3.79839; 344 30.5957 15.3043 5.54758;
345 30.6333 15.2667 7.29677; 346 30.6708 15.2292 9.04597;
347 30.7383 14.1723 12.1885; 348 30.7682 14.2022 13.5819;
349 30.7982 14.2322 14.9753; 350 30.8281 14.2621 16.3686;
351 30.7383 15.1617 12.1885; 352 30.7682 15.1318 13.5819;
353 30.7982 15.1018 14.9753; 354 30.8281 15.0719 16.3686;
356 31.7576 14.1424 10.7952; 357 31.7576 15.1916 10.7952;
358 31.9454 13.9546 2.04919; 359 31.9079 13.9921 3.79839;
360 31.8703 14.0297 5.54758; 361 31.8327 14.0673 7.29677;
362 31.7952 14.1048 9.04597; 363 31.9454 15.3794 2.04919;
364 31.9079 15.3419 3.79839; 365 31.8703 15.3043 5.54758;
366 31.8327 15.2667 7.29677; 367 31.7952 15.2292 9.04597;
368 31.7277 14.1723 12.1885; 369 31.6978 14.2022 13.5819;
370 31.6678 14.2322 14.9753; 371 31.6379 14.2621 16.3686;
372 31.7277 15.1617 12.1885; 373 31.6978 15.1318 13.5819;
374 31.6678 15.1018 14.9753; 375 31.6379 15.0719 16.3686;
420 31.233 14.292 17.762; 421 31.233 15.042 17.762; 422 31.233 14.667 17.762;
423 31.233 15.392 17.762; 424 31.233 13.942 17.762;
MEMBER INCIDENCES
73 52 420; 74 50 421; 79 54 337; 80 56 358; 81 55 342; 82 57 363; 725 335 347;
726 336 351; 727 337 338; 728 338 339; 729 339 340; 730 340 341; 731 341 335;
732 342 343; 733 343 344; 734 344 345; 735 345 346; 736 346 336; 737 347 348;
738 348 349; 739 349 350; 740 350 52; 741 351 352; 742 352 353; 743 353 354;
744 354 50; 745 337 342; 746 338 343; 747 339 344; 748 340 345; 749 341 346;
750 335 336; 751 347 351; 752 348 352; 753 349 353; 754 350 354; 755 55 337;
756 337 343; 757 343 339; 758 339 345; 759 345 341; 760 341 336; 761 336 347;
762 347 352; 763 352 349; 764 349 354; 765 354 52; 768 356 368; 769 357 372;
770 358 359; 771 359 360; 772 360 361; 773 361 362; 774 362 356; 775 363 364;
776 364 365; 777 365 366; 778 366 367; 779 367 357; 780 368 369; 781 369 370;
782 370 371; 783 371 53; 784 372 373; 785 373 374; 786 374 375; 787 375 51;
788 358 363; 789 359 364; 790 360 365; 791 361 366; 792 362 367; 793 356 357;
794 368 372; 795 369 373; 796 370 374; 797 371 375; 798 57 358; 799 358 364;
800 364 360; 801 360 366; 802 366 362; 803 362 357; 804 357 368; 805 368 373;
806 373 370; 807 370 375; 808 375 53; 809 337 358; 810 338 359; 811 339 360;
812 340 361; 813 341 362; 814 335 356; 815 347 368; 816 348 369; 817 349 370;
818 350 371; 819 54 358; 820 358 338; 821 338 360; 822 360 340; 823 340 362;
824 362 335; 825 335 368; 826 368 348; 827 348 370; 828 370 350; 829 350 53;
832 342 363; 833 343 364; 834 344 365; 835 345 366; 836 346 367; 837 336 357;
838 351 372; 839 352 373; 840 353 374; 841 354 375; 842 55 363; 843 363 343;
844 343 365; 845 365 345; 846 345 367; 847 367 336; 848 336 372; 849 372 352;
850 352 374; 851 374 354; 852 354 51; 982 52 50; 983 53 51; 984 345 361;
985 340 366; 986 348 373; 987 352 369; 988 420 53; 989 421 51; 990 420 422;
991 422 421; 992 424 420; 993 421 423; 994 50 423; 995 423 51; 996 52 424;
997 424 53;
START GROUP DEFINITION
MEMBER
_DS04 73 74 79 TO 82 725 TO 765 768 TO 829 832 TO 852 982 983 988 989
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
START USER TABLE
TABLE 1
UNIT METER KN
PIPE
ID1600X10THK
1.62 1.6 0.0505796 0.0505796
ID625X8THK
0.641 0.625 0.015909 0.015909
ID1465X10THK
1.485 1.465 0.04634 0.04634
ID674X8THK
0.69 0.674 0.017141 0.017141
TABLE 2
UNIT MMS KN
******* BOX CHANNEL KEPT FRONT 0 MM
GENERAL
ISMC100FR-0
2340 100 11.7 100 11.7 3.734e+006 3.09288e+006 36000 74680 61857.7 -
1755 1755 86079.9 79749 3.6e+010 76.6
*****
ISMC125FR-0
3238 125 12.952 129.9 12.4634 8.328e+006 7.19117e+006 58000 133248 -
110633 2428.5 2428.5 151623 144010 5.8e+010 99.096
*****
ISMC150FR-0
4176 150 13.92 150 13.92 1.5588e+007 1.24162e+007 92000 207840 165549 -
3132 3132 236806 215801 9.2e+010 122.16
******
ISMC200FR-0
5642 200 14.105 150 18.8067 3.6386e+007 1.75405e+007 184000 363860 -
233873 4231.5 4231.5 417101 295843 1.84e+011 171.79
TABLE 3
UNIT METER KN
WIDE FLANGE
WBG200X150X12X8
0.005008 0.2 0.008 0.15 0.012 3.54873e-005 6.75751e-006 2.02837e-007 -
0.0016 0.0024 0.15 0.012
WBG200X200X10X8
0.00544 0.2 0.008 0.2 0.01 4.00213e-005 1.3341e-005 1.64053e-007 0.0016 -
0.00266667 0.2 0.01
WBG150X150X12X8
0.004608 0.15 0.008 0.15 0.012 1.85164e-005 6.75538e-006 1.94304e-007 -
0.0012 0.0024 0.15 0.012
WBG150X100X12X8
0.003408 0.15 0.008 0.1 0.012 1.27888e-005 2.00538e-006 1.36704e-007 -
0.0012 0.0016 0.1 0.012
TABLE 4
UNIT METER KN
ANGLE
L130X130X8
0.13 0.13 0.008 0.0258489 0.000693333 0.000693333
L100X100X12
0.1 0.1 0.012 0.0195742 0.0008 0.0008
TABLE 5 C:\Users\senthb\Desktop\angle member.UPT
END
UNIT METER KN
MEMBER PROPERTY INDIAN
755 TO 760 798 TO 803 819 TO 824 842 TO 847 TABLE ST ISA90X90X6
761 TO 765 804 TO 808 825 TO 829 848 TO 852 TABLE ST ISA75X75X6
MEMBER PROPERTY INDIAN
745 TO 754 788 TO 797 809 TO 818 832 TO 841 TABLE ST ISMC75
984 TO 987 TABLE ST ISA60X60X6
MEMBER PROPERTY INDIAN
982 983 TABLE ST ISMB150
994 TO 997 TABLE ST ISMC125
MEMBER PROPERTY INDIAN
990 TO 993 UPTABLE 3 WBG150X150X12X8
MEMBER PROPERTY INDIAN
73 74 988 989 UPTABLE 3 WBG150X100X12X8
MEMBER PROPERTY INDIAN
79 TO 82 725 TO 744 768 TO 787 TABLE ST ISA130x130x10
*MEMBER PROPERTY
*79 TO 82 725 TO 744 768 TO 787 UPTABLE 5 L13013010
CONSTANTS
BETA 315 MEMB 79 TO 82 725 TO 744 768 TO 787
BETA 180 MEMB 994 995
MATERIAL STEEL ALL
SUPPORTS
54 TO 57 PINNED
MEMBER TRUSS
755 TO 765 798 TO 808 819 TO 829 842 TO 852 984 TO 987 994 TO 997
MEMBER RELEASE
745 TO 754 788 TO 797 809 TO 818 832 TO 841 START MY MZ
745 TO 754 788 TO 797 809 TO 818 832 TO 841 END MY MZ
982 START MY MZ
982 END MY MZ
983 START MY MZ
983 END MY MZ
DEFINE 1893 LOAD
ZONE 0.1 RF 3 I 1.75 SS 2 ST 2 DM 0.05
**************************************
****LOAD DUE TO STEEL WORK
SELFWEIGHT 1.15
MEMBER WEIGHT
**** DEAD LOAD - DUE TO DUCT
990 TO 993 UNI 44.7
**** LIVE LOAD - DUE TO DUCT
990 TO 993 UNI 25
**************************************
LOAD 8 LOADTYPE Seismic TITLE SEISMIC IN (+)X
**** SEISMIC LOAD DUE TO DUCT & STEEL WORK
1893 LOAD X 1
PERFORM ANALYSIS
CHANGE
******************************
LOAD 9 LOADTYPE Seismic TITLE SEISMIC IN (+)Y
**** SEISMIC LOAD DUE TO DUCT & STEEL WORK
1893 LOAD Y 1
PERFORM ANALYSIS
CHANGE
*********************************
LOAD 1 LOADTYPE Dead TITLE SW+DL
****LOAD DUE TO STEEL WORK
SELFWEIGHT Z -1.15
****LOAD DUE TO DUCT
MEMBER LOAD
990 TO 993 UNI GZ -44.7
**********************************
LOAD 2 LOADTYPE Live TITLE LIVE LOAD
*****LOAD DUE TO DUCT
MEMBER LOAD
990 TO 993 UNI GZ -50
***************************************
LOAD 3 LOADTYPE None TITLE PRESSURE (-)VE
*****DESIGN PRESSURE + OR - 5.5 KN/SQ.M
**** LOAD DUE TO DUCT
JOINT LOAD
422 FX -1 FY 0 FZ 0
*********************************
LOAD 4 LOADTYPE Wind TITLE WIND IN (+)X
MEMBER LOAD
**** WIND LOAD DUE TO STEEL WORK
79 TO 82 725 TO 765 768 TO 808 982 983 UNI GX 0.22
**** WIND LOAD DUE TO DUCT
JOINT LOAD
422 FX 2 FY 0 FZ 0
***************************************
LOAD 5 LOADTYPE Wind TITLE WIND IN (-)X
MEMBER LOAD
**** WIND LOAD DUE TO STEEL WORK
79 TO 82 725 TO 765 768 TO 808 982 983 UNI GX -0.22
**** WIND LOAD DUE TO DUCT
JOINT LOAD
422 FX -2 FY 0 FZ 0
**************************************
LOAD 6 LOADTYPE Wind TITLE WIND IN (+)Y
MEMBER LOAD
**** WIND LOAD DUE TO STEEL WORK
73 74 79 TO 82 725 TO 744 768 TO 787 809 TO 829 832 TO 852 988 989 UNI GY 0.22
**** WIND LOAD DUE TO DUCT
JOINT LOAD
422 FX -1 FY 14 FZ -5
*********************************
LOAD 7 LOADTYPE Wind TITLE WIND IN (-)Y
MEMBER LOAD
**** WIND LOAD DUE TO STEEL WORK
73 74 79 TO 82 725 TO 744 768 TO 787 809 TO 829 832 TO 852 988 989 UNI GY -0.22
**** WIND LOAD DUE TO DUCT
JOINT LOAD
422 FX 1 FY -14 FZ 5
*********************************
LOAD 10 LOADTYPE None TITLE TEMP
TEMPERATURE LOAD
73 74 79 TO 82 725 TO 765 768 TO 829 832 TO 852 982 983 TEMP 15
*********************************
LOAD 11 LOADTYPE None TITLE FRICTION
JOINT LOAD
422 FX -7.4
422 FX -9.5
*********************************
****** DEAD + LIVE
LOAD COMB 100 DL+LL
1 1.0 2 1.0
*****DEAD LOAD + LIVE LOAD + WIND LOAD
LOAD COMB 101 DL+LL+W(+)X
1 0.75 2 0.75 4 0.75
LOAD COMB 102 DL+LL+W(-)X
1 0.75 2 0.75 5 0.75
LOAD COMB 103 DL+LL+W(+)Y
1 0.75 2 0.75 6 0.75
LOAD COMB 104 DL+LL+W(-)Y
1 0.75 2 0.75 7 0.75
*****DEAD LOAD + WIND LOAD
LOAD COMB 105 DL+W(+)X
1 0.75 4 0.75
LOAD COMB 106 DL+W(-)X
1 0.75 5 0.75
LOAD COMB 107 DL+W(+)Y
1 0.75 6 0.75
LOAD COMB 108 DL+W(-)Y
1 0.75 7 0.75
*****DEAD LOAD + LIVE LOAD + SEISMIC
LOAD COMB 109 DL+LL+S(+)X
1 0.75 2 0.75 8 0.75
LOAD COMB 110 DL+LL+S(+)Y
1 0.75 2 0.75 9 0.75
*****DEAD LOAD + SEISMIC
LOAD COMB 111 DL+S(+)X
1 0.75 8 0.75
LOAD COMB 112 DL+S(+)Y
1 0.75 9 0.75
******DEAD LOAD + TEMP
LOAD COMB 113 DL+TL
1 1.0 10 1.0
******DEAD LOAD + LIVE LOAD + TEMP
LOAD COMB 114 DL+LL+TL
1 1.0 2 1.0 10 1.0
*************************************
*****DEAD LOAD + WIND LOAD + FRICTION
LOAD COMB 115 DL+EQ.DL+W(+)X + FR.L
1 0.75 4 0.75 11 0.75
LOAD COMB 116 DL+EQ.DL+W(-)X + FR.L
1 0.75 5 0.75 11 0.75
LOAD COMB 117 DL+EQ.DL+W(+)Z + FR.L
1 0.75 6 0.75 11 0.75
LOAD COMB 118 DL+EQ.DL+W(-)Z + FR.L
1 0.75 7 0.75 11 0.75
*************************************
*****DEAD LOAD + LIVE LOAD + FRICTION
LOAD COMB 119 DL+EQ.DL+LL+EQ.LL + FR.L
1 0.75 2 0.75 11 0.75
*****DEAD LOAD + SEISMIC + FRICTION
LOAD COMB 120 DL+EQ.DL+S(+)X + FR.L
1 0.75 8 0.75 11 0.75
LOAD COMB 121 DL+EQ.DL+S(+)Z + FR.L
1 0.75 9 0.75 11 0.75
*************************************
LOAD COMB 1001 DL+EQ.DL+50%LL+50%EQ.LL
1 1.0 2 0.5
PERFORM ANALYSIS PRINT STATICS CHECK
LOAD LIST 100 TO 121
PARAMETER 1
CODE IS800 WSD
FYLD 250000 ALL
BEAM 1 ALL
MAIN 180 ALL
NSF 0.9 ALL
RATIO 1 ALL
DFF 250 MEMB 992 993
DFF 325 MEMB 73 74 982 983 988 TO 991
DJ1 50 MEMB 74 989
DJ2 51 MEMB 74 989
DJ1 52 MEMB 73 988
DJ2 53 MEMB 73 988
DJ1 420 MEMB 990 991
DJ2 421 MEMB 990 991
LAT 1 MEMB 79 TO 82 725 TO 744 768 TO 787
***** COLUMN
LY 2 MEMB 79 TO 82 725 TO 744 768 TO 787
LZ 2 MEMB 79 TO 82 725 TO 744 768 TO 787
***** DUCT SUPPORT BEAM
LY 1 MEMB 73 74 982 983 988 TO 991
LZ 1 MEMB 73 74 982 983 988 TO 991
LY 0.7 MEMB 992 993
LZ 0.7 MEMB 992 993
CHECK CODE ALL
STEEL TAKE OFF ALL
FINISH
Please do the needfull. i have checked with track 2 it is saying infinity ratio for bending
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 23-Feb-15
*** project : TSL - INLET DUCT SUPPPORT
*** made : SK
*** date : 14.08.15
*** check : BSK
*** date : 17.08.15
**** REV-0
END JOB INFORMATION
INPUT WIDTH 79
SET Z UP
UNIT METER KN
JOINT COORDINATES
50 30.858 15.042 17.762; 51 31.608 15.042 17.762; 52 30.858 14.292 17.762;
53 31.608 14.292 17.762; 54 30.483 13.917 0.399999; 55 30.483 15.417 0.399999;
56 31.983 13.917 0.399999; 57 31.983 15.417 0.399999;
335 30.7084 14.1424 10.7952; 336 30.7084 15.1916 10.7952;
337 30.5206 13.9546 2.04919; 338 30.5581 13.9921 3.79839;
339 30.5957 14.0297 5.54758; 340 30.6333 14.0673 7.29677;
341 30.6708 14.1048 9.04597; 342 30.5206 15.3794 2.04919;
343 30.5581 15.3419 3.79839; 344 30.5957 15.3043 5.54758;
345 30.6333 15.2667 7.29677; 346 30.6708 15.2292 9.04597;
347 30.7383 14.1723 12.1885; 348 30.7682 14.2022 13.5819;
349 30.7982 14.2322 14.9753; 350 30.8281 14.2621 16.3686;
351 30.7383 15.1617 12.1885; 352 30.7682 15.1318 13.5819;
353 30.7982 15.1018 14.9753; 354 30.8281 15.0719 16.3686;
356 31.7576 14.1424 10.7952; 357 31.7576 15.1916 10.7952;
358 31.9454 13.9546 2.04919; 359 31.9079 13.9921 3.79839;
360 31.8703 14.0297 5.54758; 361 31.8327 14.0673 7.29677;
362 31.7952 14.1048 9.04597; 363 31.9454 15.3794 2.04919;
364 31.9079 15.3419 3.79839; 365 31.8703 15.3043 5.54758;
366 31.8327 15.2667 7.29677; 367 31.7952 15.2292 9.04597;
368 31.7277 14.1723 12.1885; 369 31.6978 14.2022 13.5819;
370 31.6678 14.2322 14.9753; 371 31.6379 14.2621 16.3686;
372 31.7277 15.1617 12.1885; 373 31.6978 15.1318 13.5819;
374 31.6678 15.1018 14.9753; 375 31.6379 15.0719 16.3686;
420 31.233 14.292 17.762; 421 31.233 15.042 17.762; 422 31.233 14.667 17.762;
423 31.233 15.392 17.762; 424 31.233 13.942 17.762;
MEMBER INCIDENCES
73 52 420; 74 50 421; 79 54 337; 80 56 358; 81 55 342; 82 57 363; 725 335 347;
726 336 351; 727 337 338; 728 338 339; 729 339 340; 730 340 341; 731 341 335;
732 342 343; 733 343 344; 734 344 345; 735 345 346; 736 346 336; 737 347 348;
738 348 349; 739 349 350; 740 350 52; 741 351 352; 742 352 353; 743 353 354;
744 354 50; 745 337 342; 746 338 343; 747 339 344; 748 340 345; 749 341 346;
750 335 336; 751 347 351; 752 348 352; 753 349 353; 754 350 354; 755 55 337;
756 337 343; 757 343 339; 758 339 345; 759 345 341; 760 341 336; 761 336 347;
762 347 352; 763 352 349; 764 349 354; 765 354 52; 768 356 368; 769 357 372;
770 358 359; 771 359 360; 772 360 361; 773 361 362; 774 362 356; 775 363 364;
776 364 365; 777 365 366; 778 366 367; 779 367 357; 780 368 369; 781 369 370;
782 370 371; 783 371 53; 784 372 373; 785 373 374; 786 374 375; 787 375 51;
788 358 363; 789 359 364; 790 360 365; 791 361 366; 792 362 367; 793 356 357;
794 368 372; 795 369 373; 796 370 374; 797 371 375; 798 57 358; 799 358 364;
800 364 360; 801 360 366; 802 366 362; 803 362 357; 804 357 368; 805 368 373;
806 373 370; 807 370 375; 808 375 53; 809 337 358; 810 338 359; 811 339 360;
812 340 361; 813 341 362; 814 335 356; 815 347 368; 816 348 369; 817 349 370;
818 350 371; 819 54 358; 820 358 338; 821 338 360; 822 360 340; 823 340 362;
824 362 335; 825 335 368; 826 368 348; 827 348 370; 828 370 350; 829 350 53;
832 342 363; 833 343 364; 834 344 365; 835 345 366; 836 346 367; 837 336 357;
838 351 372; 839 352 373; 840 353 374; 841 354 375; 842 55 363; 843 363 343;
844 343 365; 845 365 345; 846 345 367; 847 367 336; 848 336 372; 849 372 352;
850 352 374; 851 374 354; 852 354 51; 982 52 50; 983 53 51; 984 345 361;
985 340 366; 986 348 373; 987 352 369; 988 420 53; 989 421 51; 990 420 422;
991 422 421; 992 424 420; 993 421 423; 994 50 423; 995 423 51; 996 52 424;
997 424 53;
START GROUP DEFINITION
MEMBER
_DS04 73 74 79 TO 82 725 TO 765 768 TO 829 832 TO 852 982 983 988 989
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
START USER TABLE
TABLE 1
UNIT METER KN
PIPE
ID1600X10THK
1.62 1.6 0.0505796 0.0505796
ID625X8THK
0.641 0.625 0.015909 0.015909
ID1465X10THK
1.485 1.465 0.04634 0.04634
ID674X8THK
0.69 0.674 0.017141 0.017141
TABLE 2
UNIT MMS KN
******* BOX CHANNEL KEPT FRONT 0 MM
GENERAL
ISMC100FR-0
2340 100 11.7 100 11.7 3.734e+006 3.09288e+006 36000 74680 61857.7 -
1755 1755 86079.9 79749 3.6e+010 76.6
*****
ISMC125FR-0
3238 125 12.952 129.9 12.4634 8.328e+006 7.19117e+006 58000 133248 -
110633 2428.5 2428.5 151623 144010 5.8e+010 99.096
*****
ISMC150FR-0
4176 150 13.92 150 13.92 1.5588e+007 1.24162e+007 92000 207840 165549 -
3132 3132 236806 215801 9.2e+010 122.16
******
ISMC200FR-0
5642 200 14.105 150 18.8067 3.6386e+007 1.75405e+007 184000 363860 -
233873 4231.5 4231.5 417101 295843 1.84e+011 171.79
TABLE 3
UNIT METER KN
WIDE FLANGE
WBG200X150X12X8
0.005008 0.2 0.008 0.15 0.012 3.54873e-005 6.75751e-006 2.02837e-007 -
0.0016 0.0024 0.15 0.012
WBG200X200X10X8
0.00544 0.2 0.008 0.2 0.01 4.00213e-005 1.3341e-005 1.64053e-007 0.0016 -
0.00266667 0.2 0.01
WBG150X150X12X8
0.004608 0.15 0.008 0.15 0.012 1.85164e-005 6.75538e-006 1.94304e-007 -
0.0012 0.0024 0.15 0.012
WBG150X100X12X8
0.003408 0.15 0.008 0.1 0.012 1.27888e-005 2.00538e-006 1.36704e-007 -
0.0012 0.0016 0.1 0.012
TABLE 4
UNIT METER KN
ANGLE
L130X130X8
0.13 0.13 0.008 0.0258489 0.000693333 0.000693333
L100X100X12
0.1 0.1 0.012 0.0195742 0.0008 0.0008
TABLE 5 C:\Users\senthb\Desktop\angle member.UPT
END
UNIT METER KN
MEMBER PROPERTY INDIAN
755 TO 760 798 TO 803 819 TO 824 842 TO 847 TABLE ST ISA90X90X6
761 TO 765 804 TO 808 825 TO 829 848 TO 852 TABLE ST ISA75X75X6
MEMBER PROPERTY INDIAN
745 TO 754 788 TO 797 809 TO 818 832 TO 841 TABLE ST ISMC75
984 TO 987 TABLE ST ISA60X60X6
MEMBER PROPERTY INDIAN
982 983 TABLE ST ISMB150
994 TO 997 TABLE ST ISMC125
MEMBER PROPERTY INDIAN
990 TO 993 UPTABLE 3 WBG150X150X12X8
MEMBER PROPERTY INDIAN
73 74 988 989 UPTABLE 3 WBG150X100X12X8
MEMBER PROPERTY INDIAN
79 TO 82 725 TO 744 768 TO 787 TABLE ST ISA130x130x10
*MEMBER PROPERTY
*79 TO 82 725 TO 744 768 TO 787 UPTABLE 5 L13013010
CONSTANTS
BETA 315 MEMB 79 TO 82 725 TO 744 768 TO 787
BETA 180 MEMB 994 995
MATERIAL STEEL ALL
SUPPORTS
54 TO 57 PINNED
MEMBER TRUSS
755 TO 765 798 TO 808 819 TO 829 842 TO 852 984 TO 987 994 TO 997
MEMBER RELEASE
745 TO 754 788 TO 797 809 TO 818 832 TO 841 START MY MZ
745 TO 754 788 TO 797 809 TO 818 832 TO 841 END MY MZ
982 START MY MZ
982 END MY MZ
983 START MY MZ
983 END MY MZ
DEFINE 1893 LOAD
ZONE 0.1 RF 3 I 1.75 SS 2 ST 2 DM 0.05
**************************************
****LOAD DUE TO STEEL WORK
SELFWEIGHT 1.15
MEMBER WEIGHT
**** DEAD LOAD - DUE TO DUCT
990 TO 993 UNI 44.7
**** LIVE LOAD - DUE TO DUCT
990 TO 993 UNI 25
**************************************
LOAD 8 LOADTYPE Seismic TITLE SEISMIC IN (+)X
**** SEISMIC LOAD DUE TO DUCT & STEEL WORK
1893 LOAD X 1
PERFORM ANALYSIS
CHANGE
******************************
LOAD 9 LOADTYPE Seismic TITLE SEISMIC IN (+)Y
**** SEISMIC LOAD DUE TO DUCT & STEEL WORK
1893 LOAD Y 1
PERFORM ANALYSIS
CHANGE
*********************************
LOAD 1 LOADTYPE Dead TITLE SW+DL
****LOAD DUE TO STEEL WORK
SELFWEIGHT Z -1.15
****LOAD DUE TO DUCT
MEMBER LOAD
990 TO 993 UNI GZ -44.7
**********************************
LOAD 2 LOADTYPE Live TITLE LIVE LOAD
*****LOAD DUE TO DUCT
MEMBER LOAD
990 TO 993 UNI GZ -50
***************************************
LOAD 3 LOADTYPE None TITLE PRESSURE (-)VE
*****DESIGN PRESSURE + OR - 5.5 KN/SQ.M
**** LOAD DUE TO DUCT
JOINT LOAD
422 FX -1 FY 0 FZ 0
*********************************
LOAD 4 LOADTYPE Wind TITLE WIND IN (+)X
MEMBER LOAD
**** WIND LOAD DUE TO STEEL WORK
79 TO 82 725 TO 765 768 TO 808 982 983 UNI GX 0.22
**** WIND LOAD DUE TO DUCT
JOINT LOAD
422 FX 2 FY 0 FZ 0
***************************************
LOAD 5 LOADTYPE Wind TITLE WIND IN (-)X
MEMBER LOAD
**** WIND LOAD DUE TO STEEL WORK
79 TO 82 725 TO 765 768 TO 808 982 983 UNI GX -0.22
**** WIND LOAD DUE TO DUCT
JOINT LOAD
422 FX -2 FY 0 FZ 0
**************************************
LOAD 6 LOADTYPE Wind TITLE WIND IN (+)Y
MEMBER LOAD
**** WIND LOAD DUE TO STEEL WORK
73 74 79 TO 82 725 TO 744 768 TO 787 809 TO 829 832 TO 852 988 989 UNI GY 0.22
**** WIND LOAD DUE TO DUCT
JOINT LOAD
422 FX -1 FY 14 FZ -5
*********************************
LOAD 7 LOADTYPE Wind TITLE WIND IN (-)Y
MEMBER LOAD
**** WIND LOAD DUE TO STEEL WORK
73 74 79 TO 82 725 TO 744 768 TO 787 809 TO 829 832 TO 852 988 989 UNI GY -0.22
**** WIND LOAD DUE TO DUCT
JOINT LOAD
422 FX 1 FY -14 FZ 5
*********************************
LOAD 10 LOADTYPE None TITLE TEMP
TEMPERATURE LOAD
73 74 79 TO 82 725 TO 765 768 TO 829 832 TO 852 982 983 TEMP 15
*********************************
LOAD 11 LOADTYPE None TITLE FRICTION
JOINT LOAD
422 FX -7.4
422 FX -9.5
*********************************
****** DEAD + LIVE
LOAD COMB 100 DL+LL
1 1.0 2 1.0
*****DEAD LOAD + LIVE LOAD + WIND LOAD
LOAD COMB 101 DL+LL+W(+)X
1 0.75 2 0.75 4 0.75
LOAD COMB 102 DL+LL+W(-)X
1 0.75 2 0.75 5 0.75
LOAD COMB 103 DL+LL+W(+)Y
1 0.75 2 0.75 6 0.75
LOAD COMB 104 DL+LL+W(-)Y
1 0.75 2 0.75 7 0.75
*****DEAD LOAD + WIND LOAD
LOAD COMB 105 DL+W(+)X
1 0.75 4 0.75
LOAD COMB 106 DL+W(-)X
1 0.75 5 0.75
LOAD COMB 107 DL+W(+)Y
1 0.75 6 0.75
LOAD COMB 108 DL+W(-)Y
1 0.75 7 0.75
*****DEAD LOAD + LIVE LOAD + SEISMIC
LOAD COMB 109 DL+LL+S(+)X
1 0.75 2 0.75 8 0.75
LOAD COMB 110 DL+LL+S(+)Y
1 0.75 2 0.75 9 0.75
*****DEAD LOAD + SEISMIC
LOAD COMB 111 DL+S(+)X
1 0.75 8 0.75
LOAD COMB 112 DL+S(+)Y
1 0.75 9 0.75
******DEAD LOAD + TEMP
LOAD COMB 113 DL+TL
1 1.0 10 1.0
******DEAD LOAD + LIVE LOAD + TEMP
LOAD COMB 114 DL+LL+TL
1 1.0 2 1.0 10 1.0
*************************************
*****DEAD LOAD + WIND LOAD + FRICTION
LOAD COMB 115 DL+EQ.DL+W(+)X + FR.L
1 0.75 4 0.75 11 0.75
LOAD COMB 116 DL+EQ.DL+W(-)X + FR.L
1 0.75 5 0.75 11 0.75
LOAD COMB 117 DL+EQ.DL+W(+)Z + FR.L
1 0.75 6 0.75 11 0.75
LOAD COMB 118 DL+EQ.DL+W(-)Z + FR.L
1 0.75 7 0.75 11 0.75
*************************************
*****DEAD LOAD + LIVE LOAD + FRICTION
LOAD COMB 119 DL+EQ.DL+LL+EQ.LL + FR.L
1 0.75 2 0.75 11 0.75
*****DEAD LOAD + SEISMIC + FRICTION
LOAD COMB 120 DL+EQ.DL+S(+)X + FR.L
1 0.75 8 0.75 11 0.75
LOAD COMB 121 DL+EQ.DL+S(+)Z + FR.L
1 0.75 9 0.75 11 0.75
*************************************
LOAD COMB 1001 DL+EQ.DL+50%LL+50%EQ.LL
1 1.0 2 0.5
PERFORM ANALYSIS PRINT STATICS CHECK
LOAD LIST 100 TO 121
PARAMETER 1
CODE IS800 WSD
FYLD 250000 ALL
BEAM 1 ALL
MAIN 180 ALL
NSF 0.9 ALL
RATIO 1 ALL
DFF 250 MEMB 992 993
DFF 325 MEMB 73 74 982 983 988 TO 991
DJ1 50 MEMB 74 989
DJ2 51 MEMB 74 989
DJ1 52 MEMB 73 988
DJ2 53 MEMB 73 988
DJ1 420 MEMB 990 991
DJ2 421 MEMB 990 991
LAT 1 MEMB 79 TO 82 725 TO 744 768 TO 787
***** COLUMN
LY 2 MEMB 79 TO 82 725 TO 744 768 TO 787
LZ 2 MEMB 79 TO 82 725 TO 744 768 TO 787
***** DUCT SUPPORT BEAM
LY 1 MEMB 73 74 982 983 988 TO 991
LZ 1 MEMB 73 74 982 983 988 TO 991
LY 0.7 MEMB 992 993
LZ 0.7 MEMB 992 993
CHECK CODE ALL
STEEL TAKE OFF ALL
FINISH