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 7.5 0; 3 0 8.075 4.2875; 4 0 8.65 8.575; 5 0 9.225 12.8625;
6 0 9.8 17.15; 7 0 9.225 21.4375; 8 0 8.65 25.725; 9 0 8.075 30.0125;
10 0 0 34.3; 11 0 7.5 34.3; 12 8 0 0; 13 8 7.5 0; 14 8 8.075 4.2875;
15 8 8.65 8.575; 16 8 9.225 12.8625; 17 8 9.8 17.15; 18 8 9.225 21.4375;
19 8 8.65 25.725; 20 8 8.075 30.0125; 21 8 0 34.3; 22 8 7.5 34.3; 23 16 0 0;
24 16 7.5 0; 25 16 8.075 4.2875; 26 16 8.65 8.575; 27 16 9.225 12.8625;
28 16 9.8 17.15; 29 16 9.225 21.4375; 30 16 8.65 25.725; 31 16 8.075 30.0125;
32 16 0 34.3; 33 16 7.5 34.3; 34 24 0 0; 35 24 7.5 0; 36 24 8.075 4.2875;
37 24 8.65 8.575; 38 24 9.225 12.8625; 39 24 9.8 17.15; 40 24 9.225 21.4375;
41 24 8.65 25.725; 42 24 8.075 30.0125; 43 24 0 34.3; 44 24 7.5 34.3;
MEMBER INCIDENCES
1 1 2; 2 10 11; 5 2 3; 6 6 7; 9 7 8; 12 8 9; 15 9 11; 20 3 4; 23 4 5; 26 5 6;
31 2 13; 32 11 22; 36 7 18; 42 9 20; 47 3 14; 50 4 15; 53 5 16; 56 12 13;
57 21 22; 58 13 14; 59 17 18; 62 18 19; 65 19 20; 68 20 22; 73 14 15; 76 15 16;
79 16 17; 84 13 24; 85 22 33; 89 18 29; 95 20 31; 100 14 25; 103 15 26;
106 16 27; 109 23 24; 110 32 33; 111 24 25; 112 28 29; 115 29 30; 118 30 31;
121 31 33; 126 25 26; 129 26 27; 132 27 28; 137 24 35; 138 33 44; 142 29 40;
148 31 42; 153 25 36; 156 26 37; 159 27 38; 162 34 35; 163 43 44; 164 35 36;
165 39 40; 168 40 41; 171 41 42; 174 42 44; 179 36 37; 182 37 38; 185 38 39;
188 8 19; 189 19 30; 190 30 41; 191 6 17; 192 17 28; 193 28 39;
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 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
1 2 56 57 109 110 162 163 TAPERED 0.3 0.01 1.05 0.25 0.01
CONSTANTS
BETA 90 MEMB 1 2 56 57 109 110 162 163
MATERIAL STEEL ALL
SUPPORTS
1 10 12 21 23 32 34 43 PINNED
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
SELFWEIGHT Y -1 
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 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 -2.58
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
