STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 11-Jan-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 0 34.3; 3 0 7.5 0; 4 0 7.5 34.3; 6 0 9.8 17.15; 9 0 9.225 21.4375;
12 0 8.65 25.725; 15 0 8.075 30.0125; 20 0 8.075 4.2875; 23 0 8.65 8.575;
26 0 9.225 12.8625; 29 8 0 0; 30 8 0 34.3; 31 8 7.5 0; 32 8 7.5 34.3;
33 8 9.8 17.15; 36 8 9.225 21.4375; 39 8 8.65 25.725; 42 8 8.075 30.0125;
47 8 8.075 4.2875; 50 8 8.65 8.575; 53 8 9.225 12.8625; 56 16 0 0;
57 16 0 34.3; 58 16 7.5 0; 59 16 7.5 34.3; 60 16 9.8 17.15;
63 16 9.225 21.4375; 66 16 8.65 25.725; 69 16 8.075 30.0125;
74 16 8.075 4.2875; 77 16 8.65 8.575; 80 16 9.225 12.8625; 83 24 0 0;
84 24 0 34.3; 85 24 7.5 0; 86 24 7.5 34.3; 87 24 9.8 17.15;
90 24 9.225 21.4375; 93 24 8.65 25.725; 96 24 8.075 30.0125;
101 24 8.075 4.2875; 104 24 8.65 8.575; 107 24 9.225 12.8625; 108 0 -2 0;
109 0 -2 34.3; 110 8 -2 0; 111 8 -2 34.3; 112 16 -2 0; 113 16 -2 34.3;
114 24 -2 0; 115 24 -2 34.3;
MEMBER INCIDENCES
1 1 3; 2 2 4; 5 3 20; 6 6 9; 9 9 12; 12 12 15; 15 15 4; 20 20 23; 23 23 26;
26 26 6; 31 3 31; 32 4 32; 36 9 36; 42 15 42; 47 20 47; 50 23 50; 53 26 53;
56 29 31; 57 30 32; 58 31 47; 59 33 36; 62 36 39; 65 39 42; 68 42 32; 73 47 50;
76 50 53; 79 53 33; 84 31 58; 85 32 59; 89 36 63; 95 42 69; 100 47 74;
103 50 77; 106 53 80; 109 56 58; 110 57 59; 111 58 74; 112 60 63; 115 63 66;
118 66 69; 121 69 59; 126 74 77; 129 77 80; 132 80 60; 137 58 85; 138 59 86;
142 63 90; 148 69 96; 153 74 101; 156 77 104; 159 80 107; 162 83 85; 163 84 86;
164 85 101; 165 87 90; 168 90 93; 171 93 96; 174 96 86; 179 101 104;
182 104 107; 185 107 87; 188 12 39; 189 39 66; 190 66 93; 191 6 33; 192 33 60;
193 60 87; 194 1 108; 195 2 109; 196 29 110; 197 30 111; 198 56 112;
199 57 113; 200 83 114; 201 84 115;
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
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY BRITISH
5 6 9 12 15 20 23 26 58 59 62 65 68 73 76 79 111 112 115 118 121 126 129 132 -
164 165 168 171 174 179 182 185 TABLE ST UB533X210X92
MEMBER PROPERTY
1 2 56 57 109 110 162 163 TAPERED 1.08 0.085 1.08 0.55 0.085 0.55 0.085
MEMBER PROPERTY COLDFORMED BRITISH
31 32 36 42 47 50 53 84 85 89 95 100 103 106 137 138 142 148 153 156 159 188 -
189 TO 193 TABLE ST 200ZLMIL625X16
MEMBER PROPERTY
194 TO 201 PRIS YD 0.8 ZD 1.36
CONSTANTS
BETA 90 MEMB 1 2 56 57 109 110 162 163
MATERIAL STEEL MEMB 1 2 5 6 9 12 15 20 23 26 31 32 36 42 47 50 53 56 TO 59 -
62 65 68 73 76 79 84 85 89 95 100 103 106 109 TO 112 115 118 121 126 129 -
132 137 138 142 148 153 156 159 162 TO 165 168 171 174 179 182 185 -
188 TO 193
MATERIAL CONCRETE MEMB 194 TO 201
SUPPORTS
108 TO 115 FIXED
MEMBER RELEASE
31 32 36 42 47 50 53 84 85 89 95 100 103 106 137 138 142 148 153 156 159 188 -
189 TO 193 START MZ
31 32 36 42 47 50 53 84 85 89 95 100 103 106 137 138 142 148 153 156 159 188 -
189 TO 193 END MZ
LOAD 1 LOADTYPE Dead  TITLE D.L
MEMBER LOAD
31 32 36 42 47 50 53 84 85 89 95 100 103 106 137 138 142 148 153 156 159 188 -
189 TO 193 UNI GY -0.9
SELFWEIGHT Y -1 LIST ALL
LOAD 2 LOADTYPE Live  TITLE L.L
MEMBER LOAD
31 32 36 42 47 50 53 84 85 89 95 100 103 106 137 138 142 148 153 156 159 188 -
189 TO 193 UNI GY -1.1
LOAD COMB 3 ULC, 1.4 DEAD + 1.6 LIVE
1 1.4 2 1.6 
LOAD COMB 4 ULC, 1.4 DEAD
1 1.4 
LOAD COMB 5 ULC, 1.2 DEAD + 1.2 LIVE
1 1.2 2 1.2 
PERFORM ANALYSIS
FINISH
