STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 01-Nov-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 5.7 1.876 0; 3 -0.156 0.475 0; 4 5.7 2.401 0;
11 0.496785 0.163503 0; 26 0.971723 0.319816 0; 27 1.44666 0.476129 0;
28 1.9216 0.632442 0; 29 2.39654 0.788755 0; 30 2.87148 0.945068 0;
31 3.34641 1.10138 0; 32 3.82135 1.25769 0; 33 4.29629 1.41401 0;
34 4.77123 1.57032 0; 35 5.24617 1.72663 0; 36 0.103334 0.560293 0;
37 0.578304 0.716508 0; 38 1.05327 0.872723 0; 39 1.52825 1.02894 0;
40 2.00322 1.18515 0; 41 2.47819 1.34137 0; 42 2.95316 1.49758 0;
43 3.42813 1.6538 0; 44 3.9031 1.81001 0; 45 4.37807 1.96623 0;
46 4.85304 2.12244 0; 47 5.32801 2.27865 0; 48 11.4 0 0; 49 11.556 0.475 0;
50 10.9032 0.163503 0; 51 10.4283 0.319816 0; 52 9.95334 0.476129 0;
53 9.4784 0.632442 0; 54 9.00346 0.788755 0; 55 8.52852 0.945068 0;
56 8.05359 1.10138 0; 57 7.57865 1.25769 0; 58 7.10371 1.41401 0;
59 6.62877 1.57032 0; 60 6.15383 1.72663 0; 61 11.2967 0.560293 0;
62 10.8217 0.716508 0; 63 10.3467 0.872723 0; 64 9.87175 1.02894 0;
65 9.39678 1.18515 0; 66 8.92181 1.34137 0; 67 8.44684 1.49758 0;
68 7.97187 1.6538 0; 69 7.4969 1.81001 0; 70 7.02193 1.96623 0;
71 6.54696 2.12244 0; 72 6.07199 2.27865 0;
MEMBER INCIDENCES
1 1 11; 2 3 36; 9 11 26; 15 2 4; 38 1 3; 39 26 27; 40 27 28; 41 28 29;
42 29 30; 43 30 31; 44 31 32; 45 32 33; 46 33 34; 47 34 35; 48 35 2; 49 36 37;
50 37 38; 51 38 39; 52 39 40; 53 40 41; 54 41 42; 55 42 43; 56 43 44; 57 44 45;
58 45 46; 59 46 47; 60 47 4; 61 1 36; 62 36 11; 63 11 37; 64 37 26; 65 26 38;
66 38 27; 67 27 39; 68 39 28; 69 28 40; 70 40 29; 71 29 41; 72 41 30; 73 30 42;
74 42 31; 75 31 43; 76 43 32; 77 32 44; 78 44 33; 79 33 45; 80 45 34; 81 34 46;
82 46 35; 83 35 47; 84 47 2; 85 48 50; 86 49 61; 87 50 51; 88 48 49; 89 51 52;
90 52 53; 91 53 54; 92 54 55; 93 55 56; 94 56 57; 95 57 58; 96 58 59; 97 59 60;
98 60 2; 99 61 62; 100 62 63; 101 63 64; 102 64 65; 103 65 66; 104 66 67;
105 67 68; 106 68 69; 107 69 70; 108 70 71; 109 71 72; 110 72 4; 111 48 61;
112 61 50; 113 50 62; 114 62 51; 115 51 63; 116 63 52; 117 52 64; 118 64 53;
119 53 65; 120 65 54; 121 54 66; 122 66 55; 123 55 67; 124 67 56; 125 56 68;
126 68 57; 127 57 69; 128 69 58; 129 58 70; 130 70 59; 131 59 71; 132 71 60;
133 60 72; 134 72 2;
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 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY BRITISH
38 61 TO 84 88 111 TO 134 TABLE ST PIPE OD 0.02 ID 0
1 2 9 15 39 TO 60 85 TO 87 89 TO 110 TABLE SD UA60x60x6 SP 0.025
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
11 50 PINNED
MEMBER TRUSS 
38 61 TO 84 88 111 TO 134
LOAD 1 LOADTYPE Dead  TITLE DEAD LOAD
JOINT LOAD
37 TO 46 62 TO 71 FY -0.9
47 72 FY -0.8028
4 FY -0.7056
36 61 FY -0.6957
3 49 FY -0.2457
SELFWEIGHT Y -1 
LOAD 2 LOADTYPE Live  TITLE LIVE LOAD
JOINT LOAD
37 TO 46 62 TO 71 FY -0.8
47 72 FY -0.7136
4 FY -0.6272
36 61 FY -0.6184
3 49 FY -0.2184
LOAD COMB 3 ULC, 1.4 Dead + 1.6 Live
1 1.4 2 1.6 
LOAD COMB 4 ULC, 1.2 Dead + 1.2 Live
1 1.2 2 1.2 
LOAD COMB 5 ULC, 1.4 Dead
1 1.4 
PERFORM ANALYSIS
PARAMETER 1
CODE BS5950
PY 275000 MEMB 1 2 9 15 39 TO 60 85 TO 87 89 TO 110
PY 250000 MEMB 38 61 TO 84 88 111 TO 134
TRACK 2 ALL
CHECK CODE ALL
FINISH
