STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 12-Jan-2020
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0.0750002 0 -0.0750002; 2 0.375 0 -0.0750002; 3 0.0750002 0 -0.375;
4 0.375 0 -0.375; 5 0.0750002 0.15 -0.0750002; 6 0.375 0.15 -0.0750002;
7 0.0750002 0.15 -0.375; 8 0.375 0.15 -0.375; 9 0.0750002 2.75501 -0.0750002;
10 0.375 2.75501 -0.0750002; 11 0.0750002 2.75501 -0.375;
12 0.375 2.75501 -0.375; 13 0.0750002 0.700001 -0.0750002;
14 0.375 0.700001 -0.0750002; 15 0.0750002 0.700001 -0.375;
16 0.375 0.700001 -0.375; 17 0.0750002 1.4 -0.0750002; 18 0.375 1.4 -0.0750002;
19 0.0750002 1.4 -0.375; 20 0.375 1.4 -0.375; 21 0.0750002 2.1 -0.0750002;
22 0.375 2.1 -0.0750002; 23 0.0750002 2.1 -0.375; 24 0.375 2.1 -0.375;
25 0.0750002 2.60501 -0.0750002; 26 0.375 2.60501 -0.0750002;
27 0.0750002 2.60501 -0.375; 28 0.375 2.60501 -0.375;
39 0.0750002 2.75501 -0.225; 40 0.375 2.75501 -0.225; 41 0.225 2.75501 -0.375;
42 0.225 2.75501 -0.0750002;
MEMBER INCIDENCES
1 5 13; 2 6 14; 3 7 15; 4 8 16; 5 13 17; 6 14 18; 7 15 19; 8 16 20; 9 17 21;
10 18 22; 11 19 23; 12 20 24; 13 21 25; 14 22 26; 15 23 27; 16 24 28; 21 7 3;
22 5 1; 23 8 4; 24 6 2; 25 7 5; 26 5 6; 27 7 8; 28 8 6; 33 11 39; 35 10 40;
37 7 13; 38 13 19; 39 19 21; 40 21 27; 42 5 14; 43 14 17; 44 17 22; 45 22 25;
47 6 16; 48 16 18; 49 18 24; 50 24 26; 52 8 15; 53 15 20; 54 20 23; 55 23 28;
79 39 9; 80 40 12; 83 28 12; 84 27 11; 86 26 10; 87 25 9; 88 9 42; 89 42 10;
90 11 41; 91 41 12; 92 41 39; 93 39 42; 94 42 40; 95 40 41;
START GROUP DEFINITION
MEMBER
_MAIN_LEG 1 TO 16 21 TO 24
_BEAM 25 TO 28 33 35 79 80
_BRACING 25 TO 28 37 TO 40 42 TO 45 47 TO 50 52 TO 55
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 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 TO 16 21 TO 24 55 83 84 86 87 TABLE ST ISA75X75X6
25 TO 28 37 TO 40 42 TO 45 47 TO 50 52 TO 54 TABLE ST ISA50X50X5
33 35 79 80 88 TO 95 TABLE ST ISA90x90x12
CONSTANTS
BETA 45 MEMB 88 89 94 95
MATERIAL STEEL ALL
SUPPORTS
1 TO 4 PINNED
LOAD 1 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1 
JOINT LOAD
9 TO 12 FY -0.147
JOINT LOAD
39 40 FY -0.017
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LIVE LOAD
JOINT LOAD
39 40 FY -0.736
LOAD 3 LOADTYPE Wind  TITLE WIND LOAD AT X
JOINT LOAD
41 42 MZ -6.224
5 7 9 11 FX 0.513
9 11 FX 1.767
LOAD 4 LOADTYPE Wind  TITLE WIND LOAD AT Z
JOINT LOAD
39 40 MX -6.224
39 40 MX -1.688
5 6 9 10 FZ -0.551
9 10 FZ -1.767
LOAD COMB 101 DL+LL
1 2.0 2 2.0 
LOAD COMB 102 DL+WL(X)
1 2.0 3 2.0 
LOAD COMB 103 DL+WL(Z)
1 2.0 4 2.0 
LOAD COMB 201 DL+LL
1 1.0 2 1.0 
LOAD COMB 202 DL+WL(X)
1 1.0 3 1.0 
LOAD COMB 203 DL+WL(Z)
1 1.0 4 1.0 
PERFORM ANALYSIS
PARAMETER 2
CODE BS5950
BEAM 0 MEMB 37 TO 40 42 TO 45 47 TO 50 52 TO 55
LEG 0 MEMB 1 TO 16 21 TO 28 33 35 79 80
NSF 1 MEMB 1 TO 16 21 TO 28 33 35 37 TO 40 42 TO 45 47 TO 50 52 TO 55 79 80
SGR 1 MEMB 1 TO 16 21 TO 28 33 35 37 TO 40 42 TO 45 47 TO 50 52 TO 55 79 80
TRACK 0 MEMB 1 TO 16 21 TO 28 33 35 37 TO 40 42 TO 45 47 TO 50 52 TO 55 79 80
CHECK CODE MEMB 1 TO 16 21 TO 28 33 35 37 TO 40 42 TO 45 47 TO 50 52 TO 55 -
79 80
PARAMETER 3
CODE BS5950
STEEL MEMBER TAKE OFF LIST 1 TO 16 21 TO 28 33 35 37 TO 40 42 TO 45 -
47 TO 50 52 TO 55 79 80
PARAMETER 4
CODE BS5950
CHECK CODE MEMB 1 TO 16 21 TO 28 33 35 37 TO 40 42 TO 45 47 TO 50 52 TO 55 -
79 80
PARAMETER 5
CODE BS5950
MAIN 1 MEMB 1 TO 16 21 TO 24
MAIN 3 MEMB 25 TO 28 33 35 37 TO 40 42 TO 45 47 TO 50 52 TO 55 79 80
FINISH
