STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 22-Sep-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 37.0001 0 0; 3 18.5 4.96001 0; 4 1.15625 0.310001 0;
5 2.3125 0.620001 0; 6 3.46875 0.930002 0; 7 4.625 1.24 0; 8 5.78125 1.55 0;
9 6.9375 1.86 0; 10 8.09375 2.17 0; 11 9.25 2.48 0; 12 10.4062 2.79001 0;
13 11.5625 3.10001 0; 14 12.7187 3.41001 0; 15 13.875 3.72001 0;
16 15.0312 4.03001 0; 17 16.1875 4.34001 0; 18 17.3437 4.65001 0;
19 19.6563 4.65001 0; 20 20.8125 4.34001 0; 21 21.9688 4.03001 0;
22 23.125 3.72001 0; 23 24.2813 3.41001 0; 24 25.4375 3.10001 0;
25 26.5938 2.79001 0; 26 27.75 2.48 0; 27 28.9063 2.17 0; 28 30.0626 1.86 0;
29 31.2188 1.55 0; 30 32.3751 1.24 0; 31 33.5313 0.930002 0;
32 34.6876 0.620001 0; 33 35.8438 0.310001 0; 34 0 0 6.00001;
35 37.0001 0 6.00001; 36 18.5 4.96001 6.00001; 37 1.15625 0.310001 6.00001;
38 2.3125 0.620001 6.00001; 39 3.46875 0.930002 6.00001; 40 4.625 1.24 6.00001;
41 5.78125 1.55 6.00001; 42 6.9375 1.86 6.00001; 43 8.09375 2.17 6.00001;
44 9.25 2.48 6.00001; 45 10.4062 2.79001 6.00001; 46 11.5625 3.10001 6.00001;
47 12.7187 3.41001 6.00001; 48 13.875 3.72001 6.00001;
49 15.0312 4.03001 6.00001; 50 16.1875 4.34001 6.00001;
51 17.3437 4.65001 6.00001; 52 19.6563 4.65001 6.00001;
53 20.8125 4.34001 6.00001; 54 21.9688 4.03001 6.00001;
55 23.125 3.72001 6.00001; 56 24.2813 3.41001 6.00001;
57 25.4375 3.10001 6.00001; 58 26.5938 2.79001 6.00001; 59 27.75 2.48 6.00001;
60 28.9063 2.17 6.00001; 61 30.0626 1.86 6.00001; 62 31.2188 1.55 6.00001;
63 32.3751 1.24 6.00001; 64 33.5313 0.930002 6.00001;
65 34.6876 0.620001 6.00001; 66 35.8438 0.310001 6.00001;
MEMBER INCIDENCES
1 1 4; 2 3 19; 3 4 5; 4 5 6; 5 6 7; 6 7 8; 7 8 9; 8 9 10; 9 10 11; 10 11 12;
11 12 13; 12 13 14; 13 14 15; 14 15 16; 15 16 17; 16 17 18; 17 18 3; 18 19 20;
19 20 21; 20 21 22; 21 22 23; 22 23 24; 23 24 25; 24 25 26; 25 26 27; 26 27 28;
27 28 29; 28 29 30; 29 30 31; 30 31 32; 31 32 33; 32 33 2; 33 1 34; 34 2 35;
35 3 36; 36 4 37; 37 5 38; 38 6 39; 39 7 40; 40 8 41; 41 9 42; 42 10 43;
43 11 44; 44 12 45; 45 13 46; 46 14 47; 47 15 48; 48 16 49; 49 17 50; 50 18 51;
51 19 52; 52 20 53; 53 21 54; 54 22 55; 55 23 56; 56 24 57; 57 25 58; 58 26 59;
59 27 60; 60 28 61; 61 29 62; 62 30 63; 63 31 64; 64 32 65; 65 33 66; 66 34 37;
67 36 52; 68 37 38; 69 38 39; 70 39 40; 71 40 41; 72 41 42; 73 42 43; 74 43 44;
75 44 45; 76 45 46; 77 46 47; 78 47 48; 79 48 49; 80 49 50; 81 50 51; 82 51 36;
83 52 53; 84 53 54; 85 54 55; 86 55 56; 87 56 57; 88 57 58; 89 58 59; 90 59 60;
91 60 61; 92 61 62; 93 62 63; 94 63 64; 95 64 65; 96 65 66; 97 66 35; 98 34 8;
99 8 46; 100 46 3; 101 1 41; 102 41 13; 103 13 36; 104 35 29; 105 29 57;
106 57 3; 107 2 62; 108 62 24; 109 24 36;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
G 7.88462e+07
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC STEEL_355_NMM2
E 2.05e+08
POISSON 0.3
DENSITY 77
ALPHA 1.2e-05
DAMP 0.03
TYPE STEEL
STRENGTH FY 355000 FU 470000 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AUSTRALIAN
1 TO 32 66 TO 97 TABLE ST UB530X82.0
MEMBER PROPERTY COLDFORMED AUSTRALIAN
35 40 45 56 61 TABLE ST 100X100X5.0SHS
MEMBER PROPERTY AUSTRALIAN
98 TO 109 TABLE ST A90X90X6
MEMBER PROPERTY LYSAGHT
33 34 36 TO 39 41 TO 44 46 TO 55 57 TO 60 62 TO 65 TABLE ST C15015
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 2 34 35 PINNED
MEMBER RELEASE
33 TO 65 98 TO 109 START MPZ 0.99
33 TO 65 98 TO 109 END MPZ 0.99
LOAD 1 LOADTYPE None  TITLE G
SELFWEIGHT Y -1 
MEMBER LOAD
1 TO 32 66 TO 97 UNI GY -3
LOAD 2 LOADTYPE None  TITLE QROOF
MEMBER LOAD
1 TO 32 66 TO 97 UNI GY -1.5
LOAD 3 LOADTYPE None  TITLE QFLOOR
LOAD 4 LOADTYPE None  TITLE S
LOAD 5 LOADTYPE None  TITLE WA
MEMBER LOAD
1 TO 32 66 TO 97 UNI Y 2.73
LOAD 6 LOADTYPE None  TITLE WB
MEMBER LOAD
1 TO 32 66 TO 97 UNI Y -1.64
LOAD 7 LOADTYPE None  TITLE WC
LOAD 8 LOADTYPE None  TITLE WD
LOAD 9 LOADTYPE None  TITLE EQ
LOAD COMB 10 SLS1A:G+0.7QROOF+0.7QFLOOR
1 1.0 2 0.7 3 0.7 
LOAD COMB 11 SLS1B:G+0.4QROOF+0.4QFLOOR
1 1.0 2 0.4 3 0.4 
LOAD COMB 12 SLS2:G+0.48S+0.7QFLOOR
1 1.0 4 0.48 3 0.7 
LOAD COMB 13 SLS3:G+0.68WA
1 1.0 5 0.68 
LOAD COMB 14 SLS4:G+0.68WB
1 1.0 6 0.68 
LOAD COMB 15 SLS5:G+0.68WC
1 1.0 7 0.68 
LOAD COMB 16 SLS6:G+0.68WD
1 1.0 8 0.68 
LOAD COMB 17 SLS7:G+0.32EQ
1 1.0 9 0.32 
LOAD COMB 18 ULS1:1.35G
1 1.35 
LOAD COMB 19 ULS2:1.2G+1.5QROOF+1.5QFLOOR
1 1.2 2 1.5 3 1.5 
LOAD COMB 20 ULS3:1.2G+0.4QFLOOR+S
1 1.2 3 0.4 4 1.0 
LOAD COMB 21 ULS4:0.9G+WA
1 0.9 5 1.0 
LOAD COMB 22 ULS5:1.2G+WB
1 1.2 6 1.0 
LOAD COMB 23 ULS6:0.9G+WC
1 0.9 7 1.0 
LOAD COMB 24 ULS7:1.2G+WD
1 1.2 8 1.0 
LOAD COMB 25 ULS8:G+EQ
1 1.0 9 1.0 
LOAD COMB 26 ULS8A:G-EQ
1 1.0 9 -1.0 
PERFORM ANALYSIS
LOAD LIST 18 TO 26
PRINT MEMBER FORCES LIST 1 TO 32 66 TO 97
PRINT SUPPORT REACTION LIST 1 2 34 35
PRINT JOINT DISPLACEMENTS LIST 1 TO 3 34 35
PARAMETER 1
CODE AUSTRALIAN
BEAM 1 MEMB 1 TO 32 66 TO 97
TRACK 1 MEMB 1 TO 32 66 TO 97
FYLD 300000 MEMB 1 TO 32 66 TO 97
LX 1.2 MEMB 1 TO 32 66 TO 97
LY 1.2 MEMB 1 TO 32 66 TO 97
LZ 19.153 MEMB 1 TO 32 66 TO 97
UNT 1.2 MEMB 1 TO 32 66 TO 97
UNB 3 MEMB 1 TO 32 66 TO 97
CHECK CODE MEMB 1 TO 32 66 TO 97
STEEL TAKE OFF LIST 1 TO 32 66 TO 97
FINISH
