STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 16-FEB-17
ENGINEER NAME AR
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 -0.5 0 -2.5; 2 0 0 -2.5; 3 0.5 0 -2.5; 4 23.5 0 -2.5; 5 24 0 -2.5;
6 24.5 0 -2.5; 7 -0.5 0 -2; 8 0 0 -2; 9 0.5 0 -2; 10 23.5 0 -2; 11 24 0 -2;
12 24.5 0 -2; 13 -0.5 0 -1.5; 14 0 0 -1.5; 15 0.5 0 -1.5; 16 23.5 0 -1.5;
17 24 0 -1.5; 18 24.5 0 -1.5; 19 -0.5 0 -1; 20 0 0 -1; 21 0.5 0 -1;
22 23.5 0 -1; 23 24 0 -1; 24 24.5 0 -1; 25 -0.5 0 -0.5; 26 0 0 -0.5;
27 0.5 0 -0.5; 28 23.5 0 -0.5; 29 24 0 -0.5; 30 24.5 0 -0.5; 31 -0.5 0 0;
32 0 0 0; 33 0.5 0 0; 34 23.5 0 0; 35 24 0 0; 36 24.5 0 0; 37 -0.5 0 0.5;
38 0 0 0.5; 39 0.5 0 0.5; 40 23.5 0 0.5; 41 24 0 0.5; 42 24.5 0 0.5;
43 -0.5 0 1; 44 0 0 1; 45 0.5 0 1; 46 23.5 0 1; 47 24 0 1; 48 24.5 0 1;
49 -0.5 0 1.5; 50 0 0 1.5; 51 0.5 0 1.5; 52 23.5 0 1.5; 53 24 0 1.5;
54 24.5 0 1.5; 55 -0.5 0 2; 56 0 0 2; 57 0.5 0 2; 58 23.5 0 2; 59 24 0 2;
60 24.5 0 2; 61 -0.5 0 2.5; 62 0 0 2.5; 63 0.5 0 2.5; 64 23.5 0 2.5;
65 24 0 2.5; 66 24.5 0 2.5; 67 0 5.7 0; 68 1.26316 5.7 0; 69 2.52632 5.7 0;
70 3.78947 5.7 0; 71 5.05263 5.7 0; 72 6.31579 5.7 0; 73 7.57895 5.7 0;
74 8.8421 5.7 0; 75 10.1053 5.7 0; 76 11.3684 5.7 0; 77 12.6316 5.7 0;
78 13.8947 5.7 0; 79 15.1579 5.7 0; 80 16.4211 5.7 0; 81 17.6842 5.7 0;
82 18.9474 5.7 0; 83 20.2105 5.7 0; 84 21.4737 5.7 0; 85 22.7368 5.7 0;
86 24 5.7 0; 87 0 6.3 0; 88 24 6.3 0; 89 12 6.5 0; 90 0.4 6.9 0; 91 23.6 6.9 0;
92 1 7.3 0; 93 1.26316 7.3 0; 94 2.52632 7.3 0; 95 3.78947 7.3 0;
96 5.05263 7.3 0; 97 6.31579 7.3 0; 98 7.57895 7.3 0; 99 8.8421 7.3 0;
100 10.1053 7.3 0; 101 11.3684 7.3 0; 102 12.6316 7.3 0; 103 13.8947 7.3 0;
104 15.1579 7.3 0; 105 16.4211 7.3 0; 106 17.6842 7.3 0; 107 18.9474 7.3 0;
108 20.2105 7.3 0; 109 21.4737 7.3 0; 110 22.7368 7.3 0; 111 23 7.3 0;
112 1.26316 8.5 0; 113 2.52632 8.5 0; 114 3.78947 8.5 0; 115 5.05263 8.5 0;
116 6.31579 8.5 0; 117 7.57895 8.5 0; 118 8.8421 8.5 0; 119 10.1053 10.5 0;
120 11.3684 10.5 0; 121 12.6316 10.5 0; 122 13.8947 8.5 0; 123 15.1579 8.5 0;
124 16.4211 8.5 0; 125 17.6842 8.5 0; 126 18.9474 8.5 0; 127 20.2105 8.5 0;
128 21.4737 8.5 0; 129 22.7368 8.5 0; 130 10.1053 8.5 0; 131 12.6316 8.49998 0;
132 1.26316 7.9 0; 133 11.3684 8.5 0; 134 2.52632 7.9 0; 135 13.8947 7.9 0;
136 15.1579 7.9 0; 137 8.8421 7.9 0; 138 10.1053 7.9 0; 139 12.6316 7.89998 0;
140 7.57895 7.9 0; 141 6.31579 7.9 0; 142 5.05263 7.9 0; 143 3.78947 7.9 0;
144 21.4737 7.9 0; 145 22.7368 7.9 0; 146 20.2105 7.9 0; 147 18.9474 7.9 0;
148 17.6842 7.9 0; 149 16.4211 7.9 0; 150 11.3684 7.9 0; 151 10.1053 9.16667 0;
152 10.1053 9.83333 0; 153 11.3684 9.16667 0; 154 12.6316 9.16665 0;
155 11.3684 9.83333 0; 156 12.6316 9.83332 0;
MEMBER INCIDENCES
1 32 67; 2 35 86; 3 67 68; 4 68 69; 5 69 70; 6 70 71; 7 71 72; 8 72 73;
9 73 74; 10 74 75; 11 75 76; 12 76 77; 13 77 78; 14 78 79; 15 79 80; 16 80 81;
17 81 82; 18 82 83; 19 83 84; 20 84 85; 21 85 86; 22 67 87; 23 86 88; 24 76 89;
25 89 77; 26 68 93; 27 93 69; 28 69 94; 29 94 70; 30 70 95; 31 95 71; 32 71 96;
33 96 72; 34 72 97; 35 97 73; 36 73 98; 37 98 74; 38 74 99; 39 99 75;
40 75 100; 41 100 76; 42 76 101; 43 77 102; 44 102 78; 45 78 103; 46 103 79;
47 79 104; 48 104 80; 49 80 105; 50 105 81; 51 81 106; 52 106 82; 53 82 107;
54 107 83; 55 83 108; 56 108 84; 57 84 109; 58 109 85; 59 85 110; 60 87 90;
61 88 91; 62 101 89; 63 89 102; 64 90 92; 65 91 111; 66 92 93; 67 93 94;
68 94 95; 69 95 96; 70 96 97; 71 97 98; 72 98 99; 73 99 100; 74 100 101;
75 101 102; 76 102 103; 77 103 104; 78 104 105; 79 105 106; 80 106 107;
81 107 108; 82 108 109; 83 109 110; 84 110 111; 125 93 132; 126 94 134;
127 95 143; 128 96 142; 129 97 141; 130 98 140; 131 99 137; 132 100 138;
133 101 150; 134 102 139; 135 103 135; 136 104 136; 137 105 149; 138 106 148;
139 107 147; 140 108 146; 141 109 144; 142 110 145; 143 112 113; 144 122 123;
145 119 120; 146 130 151; 147 118 130; 148 131 154; 149 131 122; 150 117 118;
151 116 117; 152 115 116; 153 114 115; 154 113 114; 155 128 129; 156 127 128;
157 126 127; 158 125 126; 159 124 125; 160 123 124; 161 120 121; 162 132 112;
163 133 153; 164 130 133; 165 133 131; 166 134 113; 167 132 134; 168 135 122;
169 136 123; 170 135 136; 171 137 118; 172 138 130; 173 137 138; 174 139 131;
175 139 135; 176 140 117; 177 140 137; 178 141 116; 179 141 140; 180 142 115;
181 142 141; 182 143 114; 183 143 142; 184 134 143; 185 144 128; 186 145 129;
187 144 145; 188 146 127; 189 146 144; 190 147 126; 191 147 146; 192 148 125;
193 148 147; 194 149 124; 195 149 148; 196 136 149; 197 150 133; 198 138 150;
199 150 139; 200 151 152; 201 152 119; 202 153 155; 203 151 153; 204 154 156;
205 153 154; 206 155 120; 207 152 155; 208 156 121; 209 155 156;
ELEMENT INCIDENCES SHELL
85 1 2 8 7; 86 2 3 9 8; 87 4 5 11 10; 88 5 6 12 11; 89 7 8 14 13; 90 8 9 15 14;
91 10 11 17 16; 92 11 12 18 17; 93 13 14 20 19; 94 14 15 21 20; 95 16 17 23 22;
96 17 18 24 23; 97 19 20 26 25; 98 20 21 27 26; 99 22 23 29 28;
100 23 24 30 29; 101 25 26 32 31; 102 26 27 33 32; 103 28 29 35 34;
104 29 30 36 35; 105 31 32 38 37; 106 32 33 39 38; 107 34 35 41 40;
108 35 36 42 41; 109 37 38 44 43; 110 38 39 45 44; 111 40 41 47 46;
112 41 42 48 47; 113 43 44 50 49; 114 44 45 51 50; 115 46 47 53 52;
116 47 48 54 53; 117 49 50 56 55; 118 50 51 57 56; 119 52 53 59 58;
120 53 54 60 59; 121 55 56 62 61; 122 56 57 63 62; 123 58 59 65 64;
124 59 60 66 65;
START GROUP DEFINITION
FLOOR
_SIGNBOARD 3 TO 84 125 TO 209
END GROUP DEFINITION
ELEMENT PROPERTY
85 TO 124 THICKNESS 1
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY EUROPEAN
1 2 22 23 60 61 64 TO 84 TABLE ST 273X16CHS
3 TO 21 24 TO 59 62 63 TABLE ST 150X100X6.3RHS
MEMBER PROPERTY BRITISH
143 TO 145 147 149 TO 161 164 165 167 170 173 175 177 179 181 183 184 187 -
189 191 193 195 196 198 199 203 205 207 209 TABLE ST TUB50303.2
125 TO 142 146 148 162 163 166 168 169 171 172 174 176 178 180 182 185 186 -
188 190 192 194 197 200 TO 202 204 206 208 TABLE ST TUB100506.0
CONSTANTS
MATERIAL STEEL MEMB 1 TO 84 125 TO 209
MATERIAL CONCRETE MEMB 85 TO 124
SUPPORTS
85 TO 124 PLATE MAT DIRECT Y SUBGRADE 75000 PRINT
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1.2 
MEMBER LOAD
3 TO 21 UNI GY -0.14
67 TO 83 UNI GY -0.12
74 75 UNI GY -0.32
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LL
MEMBER LOAD
67 TO 83 UNI GY -0.75
LOAD 3 LOADTYPE Wind  TITLE WL(+Z)
FLOOR LOAD
_SIGNBOARD FLOAD -0.68 GZ
LOAD 4 LOADTYPE Wind  TITLE WL(-Z)
FLOOR LOAD
_SIGNBOARD FLOAD 0.68 GZ
LOAD COMB 5 1.35DL+1.5(LL+WL(+Z))
1 1.35 2 1.5 3 1.5 
LOAD COMB 6 1.35DL+1.5(LL+WL(-Z))
1 1.35 2 1.5 4 1.5 
LOAD COMB 7 1.35DL
1 1.35 
LOAD COMB 8 0.9DL+1.2LL
1 0.9 2 1.2 
PERFORM ANALYSIS
FINISH
