STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 06-Jan-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 5.78701 0; 2 1 0 0; 3 1 5.40901 0; 4 1 5.84001 0; 5 1.21 5.40901 0;
6 1.21 5.85101 0; 7 2.88001 5.40901 0; 8 2.88001 5.93801 0;
9 4.54501 5.40901 0; 10 4.54501 6.02501 0; 11 6.21001 5.40901 0;
12 6.21001 6.11301 0; 13 7.87502 5.40901 0; 14 7.87502 6.20001 0;
15 9.54002 5.40901 0; 16 9.54002 6.28701 0; 17 11.205 5.40901 0;
18 11.205 6.37401 0; 19 12.87 5.40901 0; 20 12.87 6.46201 0;
21 14.535 5.40901 0; 22 14.535 6.37401 0; 23 16.2 5.40901 0; 24 16.2 6.28701 0;
25 17.865 5.40901 0; 26 17.865 6.20001 0; 27 19.53 5.40901 0;
28 19.53 6.11301 0; 29 21.195 5.40901 0; 30 21.195 6.02501 0;
31 22.86 5.40901 0; 32 22.86 5.93501 0; 33 24.53 5.40901 0; 34 24.53 5.85101 0;
35 24.74 5.40901 0; 36 24.74 5.84001 0; 37 24.74 0 0; 38 25.7401 5.78701 0;
39 0 5.78701 11; 40 1 0 11; 41 1 5.40901 11; 42 1 5.84001 11;
43 1.21 5.40901 11; 44 1.21 5.85101 11; 45 2.88001 5.40901 11;
46 2.88001 5.93801 11; 47 4.54501 5.40901 11; 48 4.54501 6.02501 11;
49 6.21001 5.40901 11; 50 6.21001 6.11301 11; 51 7.87502 5.40901 11;
52 7.87502 6.20001 11; 53 9.54002 5.40901 11; 54 9.54002 6.28701 11;
55 11.205 5.40901 11; 56 11.205 6.37401 11; 57 12.87 5.40901 11;
58 12.87 6.46201 11; 59 14.535 5.40901 11; 60 14.535 6.37401 11;
61 16.2 5.40901 11; 62 16.2 6.28701 11; 63 17.865 5.40901 11;
64 17.865 6.20001 11; 65 19.53 5.40901 11; 66 19.53 6.11301 11;
67 21.195 5.40901 11; 68 21.195 6.02501 11; 69 22.86 5.40901 11;
70 22.86 5.93501 11; 71 24.53 5.40901 11; 72 24.53 5.85101 11;
73 24.74 5.40901 11; 74 24.74 5.84001 11; 75 24.74 0 11; 76 25.7401 5.78701 11;
77 0 5.78701 22; 78 1 0 22; 79 1 5.40901 22; 80 1 5.84001 22;
81 1.21 5.40901 22; 82 1.21 5.85101 22; 83 2.88001 5.40901 22;
84 2.88001 5.93801 22; 85 4.54501 5.40901 22; 86 4.54501 6.02501 22;
87 6.21001 5.40901 22; 88 6.21001 6.11301 22; 89 7.87502 5.40901 22;
90 7.87502 6.20001 22; 91 9.54002 5.40901 22; 92 9.54002 6.28701 22;
93 11.205 5.40901 22; 94 11.205 6.37401 22; 95 12.87 5.40901 22;
96 12.87 6.46201 22; 97 14.535 5.40901 22; 98 14.535 6.37401 22;
99 16.2 5.40901 22; 100 16.2 6.28701 22; 101 17.865 5.40901 22;
102 17.865 6.20001 22; 103 19.53 5.40901 22; 104 19.53 6.11301 22;
105 21.195 5.40901 22; 106 21.195 6.02501 22; 107 22.86 5.40901 22;
108 22.86 5.93501 22; 109 24.53 5.40901 22; 110 24.53 5.85101 22;
111 24.74 5.40901 22; 112 24.74 5.84001 22; 113 24.74 0 22;
114 25.7401 5.78701 22;
MEMBER INCIDENCES
1 1 4; 2 4 3; 3 3 2; 4 4 6; 5 3 5; 6 5 6; 7 6 8; 8 5 7; 9 7 8; 10 8 10; 11 7 9;
12 9 10; 13 10 12; 14 9 11; 15 12 11; 16 14 12; 17 11 13; 18 14 13; 19 16 14;
20 13 15; 21 15 16; 22 16 18; 23 15 17; 24 18 17; 25 18 20; 26 17 19; 27 20 19;
28 20 22; 29 19 21; 30 22 21; 31 22 24; 32 21 23; 33 24 23; 34 24 26; 35 23 25;
36 26 25; 37 26 28; 38 25 27; 39 28 27; 40 28 30; 41 27 29; 42 30 29; 43 30 32;
44 29 31; 45 32 31; 46 32 34; 47 31 33; 48 34 33; 49 34 36; 50 33 35; 51 36 35;
52 35 37; 53 36 38; 54 39 42; 55 42 41; 56 41 40; 57 41 43; 58 42 44; 59 43 44;
60 44 46; 61 43 45; 62 46 45; 63 46 48; 64 45 47; 65 48 47; 66 47 49; 67 48 50;
68 50 49; 69 50 52; 70 49 51; 71 52 51; 72 51 53; 73 52 54; 74 53 54; 75 54 56;
76 56 55; 77 53 55; 78 56 58; 79 55 57; 80 58 60; 81 57 59; 82 58 57; 83 60 59;
84 60 62; 85 62 61; 86 59 61; 87 62 64; 88 63 64; 89 61 63; 90 64 66; 91 66 65;
92 63 65; 93 66 68; 94 68 67; 95 65 67; 96 68 70; 97 70 69; 98 67 69; 99 70 72;
100 69 71; 101 72 71; 102 72 74; 103 71 73; 104 74 73; 105 74 76; 106 73 75;
107 77 80; 108 82 80; 109 80 79; 110 79 81; 111 81 82; 112 79 78; 113 82 84;
114 84 83; 115 81 83; 116 83 85; 117 86 85; 118 84 86; 119 86 88; 120 85 87;
121 88 87; 122 88 90; 123 87 89; 124 90 89; 125 90 92; 126 91 92; 127 89 91;
128 92 94; 129 94 93; 130 91 93; 131 94 96; 132 96 95; 133 93 95; 134 96 98;
135 98 97; 136 95 97; 137 98 100; 138 100 99; 139 97 99; 140 99 101;
141 100 102; 142 102 101; 143 102 104; 144 104 103; 145 101 103; 146 104 106;
147 106 105; 148 103 105; 149 106 108; 150 108 107; 151 105 107; 152 108 110;
153 110 109; 154 107 109; 155 109 111; 156 110 112; 157 112 111; 158 111 113;
159 112 114; 160 4 42; 161 42 80; 162 20 58; 163 58 96; 164 36 74; 165 74 112;
166 6 7; 167 8 9; 168 10 11; 169 12 13; 170 14 15; 171 16 17; 172 18 19;
173 19 22; 174 21 24; 175 23 26; 176 25 28; 177 27 30; 178 29 32; 179 31 34;
180 44 45; 181 46 47; 182 48 49; 183 50 51; 184 52 53; 185 54 55; 186 56 57;
187 57 60; 188 59 62; 189 61 64; 190 63 66; 191 65 68; 192 67 70; 193 69 72;
194 82 83; 195 84 85; 196 86 87; 197 88 89; 198 90 91; 199 92 93; 200 94 95;
201 95 98; 202 97 100; 203 99 102; 204 101 104; 205 103 106; 206 105 108;
207 107 110;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 1.99947e+08
POISSON 0.3
DENSITY 76.8191
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY EUROPEAN
6 9 12 15 18 21 24 27 30 33 36 39 42 45 48 59 62 65 68 71 74 76 82 83 85 88 -
91 94 97 101 111 114 117 121 124 126 129 132 135 138 142 144 147 150 -
153 TABLE ST 200x100x8RHS
MEMBER PROPERTY BRITISH
2 3 51 52 55 56 104 106 109 112 157 158 TABLE ST UC305X305X97
1 4 5 7 8 10 11 13 14 16 17 19 20 22 23 25 26 28 29 31 32 34 35 37 38 40 41 -
43 44 46 47 49 50 53 57 61 64 66 70 72 77 79 81 86 89 92 95 98 100 103 107 -
108 110 113 115 116 118 TO 120 122 123 125 127 128 130 131 133 134 136 137 -
139 TO 141 143 145 146 148 149 151 152 154 TO 156 159 TO 164 -
165 TABLE ST UC203X203X52
54 58 60 63 67 69 73 75 78 80 84 87 90 93 96 99 102 105 TABLE ST UC203X203X100
MEMBER PROPERTY EUROPEAN
166 TO 207 TABLE ST 80X6.3SHS
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
2 37 40 75 78 113 PINNED
LOAD 1 LOADTYPE Dead  TITLE GK
SELFWEIGHT Y -1 
MEMBER LOAD
1 4 7 10 13 16 19 22 25 28 31 34 37 40 43 46 49 53 107 108 113 118 119 122 -
125 128 131 134 137 141 143 146 149 152 156 159 UNI GY -3.25
54 58 60 63 67 69 73 75 78 80 84 87 90 93 96 99 102 105 UNI GY -5.5
LOAD 2 LOADTYPE Live  TITLE QK
MEMBER LOAD
1 4 7 10 13 16 19 22 25 28 31 34 37 40 43 46 49 53 107 108 113 118 119 122 -
125 128 131 134 137 141 143 146 149 152 156 159 UNI GY -3.25
54 58 60 63 67 69 73 75 78 80 84 87 90 93 96 99 102 105 UNI GY -5.5
LOAD 3 LOADTYPE Wind  TITLE WK
MEMBER LOAD
1 4 7 10 13 16 19 22 25 28 31 34 37 40 43 46 49 53 107 108 113 118 119 122 -
125 128 131 134 137 141 143 146 149 152 156 159 UNI GY -3.25
54 58 60 63 67 69 73 75 78 80 84 87 90 93 96 99 102 105 UNI GY -5.5
LOAD COMB 4 ULS Y1
1 1.35 2 1.5 3 0.75 
LOAD COMB 5 SLS
1 1.0 2 1.0 3 1.0 
LOAD COMB 6 ULS Y2
1 1.35 2 1.05 3 1.5 
LOAD COMB 7 ULS UPLIFT
1 0.9 2 0.0 3 -1.5 
PERFORM ANALYSIS
PARAMETER 1
CODE EN 1993-1-1:2005
BEAM 3 ALL
SGR 1 ALL
LZ 8.2 ALL
CHECK CODE ALL
STEEL MEMBER TAKE OFF ALL
FINISH
