STAAD SPACE DEFAULT MODEL
START JOB INFORMATION
ENGINEER DATE 17-May-22
END JOB INFORMATION
INPUT WIDTH 79
<# START DO NOT EDIT
SET NL 10
UNIT METER KN
JOINT COORDINATES
1 2.14 0 0; 2 2.14 2.775 0; 3 0 0 0; 4 0 2.578 0; 5 2.14 0 4.5;
6 2.14 2.775 4.5; 7 0 0 4.5; 8 0 2.578 4.5; 9 2.14 2.44 4.5; 10 0 2.44 4.5;
11 2.14 2.44 0; 12 0 2.44 0; 13 2.14 1.9017 4.5; 14 2.14 2.775 -0.315;
15 2.14 2.775 4.815; 16 0 2.578 -0.315; 17 0 2.578 4.815; 18 1.608 2.44 4.5;
19 1.608 2.44 0; 20 2.14 1.9017 0; 29 0.536 2.44 4.5; 30 0 1.8033 4.5;
31 0.536 2.44 0; 32 0 1.8033 0; 58 1.07 2.6765 4.815; 59 0.535 2.62725 4.815;
103 1.07 2.6765 -0.315; 104 1.605 2.72575 -0.315; 106 0.535 2.62725 -0.315;
111 2.14 2.775 2.25; 112 1.605 2.72575 4.815; 113 0 2.578 2.25;
328 2.14 2.775 -0.1575; 333 2.14 2.775 4.6575; 334 0 2.578 4.6575;
336 0 2.578 -0.1575; 388 1.07 2.6765 3.5325; 392 1.07 2.6765 0.9675;
532 0.535 2.62725 4.17375; 533 0.713333 2.64367 4.42043;
536 1.605 2.72575 2.89125; 537 1.42667 2.70933 2.64457; 538 1.605 2.72575 2.25;
539 0.535 2.62725 2.25; 540 0.713333 2.64367 2.64457;
541 0.535 2.62725 2.89125; 542 1.41533 2.70829 1.86646;
543 1.605 2.72575 1.60875; 545 1.07153 2.67664 4.22608;
546 1.41533 2.70829 4.43146; 555 0.535 2.62725 1.60875;
561 0.713333 2.64367 1.85544; 564 1.605 2.72575 0.32625;
565 1.42667 2.70933 0.079565; 569 0.724671 2.64471 0.068542;
570 0.535 2.62725 0.32625; 571 1.605 2.72575 4.17375; 572 1.07 2.6765 2.85208;
573 1.07 2.6765 2.25; 574 1.07153 2.67664 1.66108;
577 1.06847 2.67636 0.273919; 608 2.14 2.775 1.125; 609 0 2.578 1.125;
610 2.14 2.775 3.375; 611 0 2.578 3.375; 612 1.84107 2.74748 4.30344;
613 1.87465 2.75057 4.00681; 614 2.14 2.775 1.6875; 615 1.78333 2.74217 1.4475;
616 1.6083 2.72605 1.03308; 617 0.29893 2.60552 0.196562;
618 0.265352 2.60243 0.493191; 619 0.272998 2.60313 4.32515;
620 2.14 2.775 3.9375; 621 1.84097 2.74747 3.75873;
622 1.53658 2.71945 3.40731; 623 1.76556 2.74053 3.03158;
624 2.14 2.775 2.8125; 625 0 2.578 1.6875; 626 0.374437 2.61247 1.46842;
627 0 2.578 2.8125; 628 0.356667 2.61083 3.0525; 629 0.531698 2.62695 3.46692;
630 0.24378 2.60044 3.80768; 631 0 2.578 3.9375; 632 0 2.578 0.5625;
633 0.299027 2.60553 0.741272; 634 0.603422 2.63355 1.09269;
635 2.14 2.775 0.5625; 636 1.89622 2.75256 0.69232;
637 1.87231 2.75036 0.470095; 638 1.867 2.74987 0.174848;
639 0.267694 2.60264 4.0299;
MEMBER INCIDENCES
1 1 20; 2 3 32; 3 5 13; 4 7 30; 5 9 18; 6 11 19; 7 18 13; 8 19 20; 15 30 29;
16 31 32; 21 20 11; 22 11 2; 23 32 12; 24 12 4; 25 13 9; 26 9 6; 27 30 10;
28 10 8; 29 18 29; 30 29 10; 31 19 31; 32 31 12; 210 113 539; 499 334 17;
505 8 334; 506 336 4; 507 16 336; 570 16 106; 571 17 59; 632 16 570;
633 113 555; 634 113 541; 635 17 532; 805 15 333; 806 6 620; 807 2 328;
888 539 573; 889 573 538; 890 538 111; 891 106 103; 892 103 104; 893 104 14;
894 59 58; 895 58 112; 896 112 15; 901 333 6; 909 328 14; 910 570 392;
911 392 543; 912 543 111; 913 555 392; 914 392 564; 915 564 14; 916 541 388;
917 388 571; 918 571 15; 919 532 388; 920 388 536; 921 536 111; 982 4 632;
1035 20 608; 1036 30 611; 1037 610 13; 1038 609 32; 1039 632 609; 1040 609 625;
1041 625 113; 1042 113 627; 1043 627 611; 1044 611 631; 1045 631 8;
1046 620 610; 1047 610 624; 1048 624 111; 1049 111 614; 1050 614 608;
1051 608 635; 1052 635 2;
ELEMENT INCIDENCES SHELL
922 17 532 533 59; 924 537 538 111 536; 925 541 113 539 540;
926 538 542 543 111; 928 58 545 546 112; 936 113 555 561 539;
938 565 104 14 564; 941 570 16 106 569; 942 533 532 388 545; 943 59 533 545 58;
946 388 572 537 536; 947 572 573 538 537; 948 540 539 573 572;
949 541 540 572 388; 950 573 574 542 538; 951 574 392 543 542;
954 545 388 571 546; 955 112 546 571 15; 970 561 555 392 574;
971 539 561 574 573; 974 392 577 565 564; 975 577 103 104 565;
980 569 106 103 577; 981 570 569 577 392; 1053 612 613 6 333;
1054 615 616 608 614; 1055 4 336 617 618; 1056 17 334 619 532;
1057 621 622 610 620; 1058 622 623 624 610; 1059 113 625 626 555;
1060 611 627 628 629; 1061 631 611 629 630; 1062 609 632 633 634;
1063 636 637 2 635; 1064 564 14 328 638; 1065 15 571 612 333;
1066 571 388 613 612; 1067 111 543 615 614; 1068 543 392 616 615;
1069 336 16 570 617; 1070 618 617 570 392; 1071 334 8 639 619;
1072 619 639 388 532; 1073 613 621 620 6; 1074 613 388 622 621;
1075 388 536 623 622; 1076 536 111 624 623; 1077 625 609 634 626;
1078 626 634 392 555; 1079 627 113 541 628; 1080 629 628 541 388;
1081 639 630 629 388; 1082 8 631 630 639; 1083 632 4 618 633;
1084 633 618 392 634; 1085 616 636 635 608; 1086 392 637 636 616;
1087 637 638 328 2; 1088 392 564 638 637;
DEFINE PMEMBER
1 21 22 PMEMBER 2
2 23 24 PMEMBER 3
3 25 26 PMEMBER 4
4 27 28 PMEMBER 5
5 29 30 PMEMBER 6
6 31 32 PMEMBER 7
7 PMEMBER 18
8 PMEMBER 20
16 PMEMBER 32
210 888 TO 890 PMEMBER 39
570 891 TO 893 PMEMBER 53
571 894 TO 896 PMEMBER 54
507 506 PMEMBER 59
982 1039 TO 1045 PMEMBER 60
505 499 PMEMBER 61
805 901 PMEMBER 62
806 1046 TO 1052 PMEMBER 63
807 909 PMEMBER 64
15 PMEMBER 65
632 910 TO 912 PMEMBER 68
633 913 TO 915 PMEMBER 69
634 916 TO 918 PMEMBER 70
635 919 TO 921 PMEMBER 71
1035 PMEMBER 74
1036 PMEMBER 77
1037 PMEMBER 78
1038 PMEMBER 79
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
PARAMETRIC MODEL S1
TYPE UNDEFINED
MESH PARAM 1 4 1 1
MESH ORG 17 113 14
BOUNDARY 6
17 0 0 113 0 0 16 0 0 14 0 0 111 0 0 15 0 0
GENERATED NODES 2 4 6 8 14 TO 17 58 59 103 104 106 111 TO 113 328 333 334 -
336 388 392 532 533 536 TO 543 545 546 555 561 564 565 569 TO 574 577 608 -
609 TO 639
GENERATED PLATES ALL
END
!> END GENERATED DATA BLOCK
ELEMENT PROPERTY
922 924 TO 926 928 936 938 941 TO 943 946 TO 951 954 955 970 971 974 975 980 -
981 1053 TO 1088 THICKNESS 0.001
DEFINE MATERIAL START
ISOTROPIC STEEL_355_NMM2
E 2.05e+08
POISSON 0.3
DENSITY 77
ALPHA 1.2e-05
DAMP 0.03
G 7.88462e+07
TYPE STEEL
STRENGTH FY 355000 FU 470000 RY 1.5 RT 1.2
END DEFINE MATERIAL
PMEMBER PROPERTY EUROPEAN
2 TO 5 TABLE ST HE120B
6 7 TABLE ST UPN100
18 20 32 65 74 77 TO 79 TABLE ST L75X55X7
39 53 54 59 TO 64 TABLE ST IPE100
68 TO 71 TABLE ST L50X50X7
PMEMBER CONSTANTS
BETA 180 LIST 6 39 53
BETA 62.2194 LIST 18 65 74 77 TO 79
BETA 332.219 LIST 20 32
BETA 225 LIST 68 TO 71
MATERIAL STEEL_355_NMM2 ALL
CONSTANTS
MATERIAL STEEL_355_NMM2 MEMB 922 924 TO 926 928 936 938 941 TO 943 -
946 TO 951 954 955 970 971 974 975 980 981 1053 TO 1088
SUPPORTS
1 3 5 7 PINNED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Mass  TITLE LOAD GROUP 1
SELFWEIGHT X 1 
SELFWEIGHT Y 1 
SELFWEIGHT Z 1 
END DEFINE REFERENCE LOADS
DEFINE IBC 2018
ZIP 92887 I 1 RX 3 RZ 4 SCLASS 3 PX 12 PZ 12 TL 12
DEFINE WIND LOAD
TYPE 1 WINDLOAD DEF 1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2016:PARAMS 56.000 M/SEC 0.000 M 1 1 1 0 0.000 M 0.000 M 0.000 M 0 3 -
3.000 M 4.500 M 0.152 M 2.000 0.010 0 0 0 0 0 0.575 1.000 1.000 0.950 1.000 -
0 0 0 0 0.891 0.700 0.000
!> END GENERATED DATA BLOCK
INT 0.654689 0.654689 HEIG  0  4.572
LOAD 2 LOADTYPE Seismic-H  TITLE LOAD CASE 2 SEISMIC +X
IBC LOAD X 1 ACC 1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Seismic-H  TITLE LOAD CASE 3 SEISMIC-X
IBC LOAD X -1 ACC 1
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Seismic-H  TITLE LOAD CASE 4 SEISMIC+Z
IBC LOAD Z 1 ACC 1
PERFORM ANALYSIS
CHANGE
LOAD 10 LOADTYPE Seismic-H  TITLE LOAD CASE 5 SEISMIC-Z
IBC LOAD Z -1 ACC 1
PERFORM ANALYSIS
CHANGE
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1 SELF WEIGHT
SELFWEIGHT Y -1 
LOAD 6 LOADTYPE Wind  TITLE LOAD CASE 6 WIND +X
WIND LOAD X 1 TYPE 1 OPEN
LOAD 7 LOADTYPE Wind  TITLE LOAD CASE 7 WIND -X
WIND LOAD X -1 TYPE 1 OPEN
LOAD 8 LOADTYPE Wind  TITLE LOAD CASE 8 WIND +Z
WIND LOAD Z 1 TYPE 1 OPEN
LOAD 9 LOADTYPE Wind  TITLE LOAD CASE 9 WIND -Z
WIND LOAD Z -1 TYPE 1 OPEN
LOAD COMB 1001 0.5 WIND 1
6 0.5 
LOAD COMB 1002 0.5 WIND 2
7 0.5 
LOAD COMB 1003 0.5 WIND 3
8 0.5 
LOAD COMB 1004 0.5 WIND 4
9 0.5 
LOAD COMB 1005 1 WIND 1
6 1.0 
LOAD COMB 1006 1 WIND 2
7 1.0 
LOAD COMB 1007 1 WIND 3
8 1.0 
LOAD COMB 1008 1 WIND 4
9 1.0 
LOAD COMB 1009 1 SEISMIC-H 1
2 1.0 
LOAD COMB 1010 1 SEISMIC-H 2
3 1.0 
LOAD COMB 1011 1 SEISMIC-H 3
4 1.0 
LOAD COMB 1013 -1 SEISMIC-H 1
2 -1.0 
LOAD COMB 1014 -1 SEISMIC-H 2
3 -1.0 
LOAD COMB 1015 -1 SEISMIC-H 3
4 -1.0 
PERFORM ANALYSIS
#> END DO NOT EDIT
PARAMETER 1
CODE AISC UNIFIED 2016
CHECK CODE ALL
FINISH
