STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 01-Dec-15
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
3 5.3 3 0; 4 5.9 3 0; 5 6.5 3 0; 6 7.1 3 0; 7 7.7 3 0; 8 4.7 3 0; 9 4.1 3 0;
10 3.5 3 0; 11 2.9 3 0; 12 2.3 3 0; 14 5.3 3.6 0; 15 5.9 3.6 0; 16 6.5 3.6 0;
17 7.1 3.6 0; 18 7.7 3.6 0; 19 4.7 3.6 0; 20 4.1 3.6 0; 21 3.5 3.6 0;
22 2.9 3.6 0; 23 2.3 3.6 0; 24 5.3 4.5 0; 25 6.5 4.5 0; 26 7.7 4.5 0;
27 4.7 4.5 0; 28 3.5 4.5 0; 29 2.3 4.5 0; 30 5.3 5.4 0; 31 6.5 5.4 0;
32 7.7 5.4 0; 33 4.7 5.4 0; 34 3.5 5.4 0; 35 2.3 5.4 0; 36 5.3 4.2 0;
37 4.7 4.2 0; 38 5.3 4.8 0; 39 4.7 4.8 0; 40 7.1 4.05 0; 41 5.9 4.95 0;
42 7.1 4.95 0; 43 5.9 4.05 0; 44 4.1 4.05 0; 45 2.9 4.95 0; 46 4.1 4.95 0;
47 2.9 4.05 0; 49 5.3 3 0.6; 50 5.9 3 0.6; 51 6.5 3 0.6; 52 7.1 3 0.6;
53 7.7 3 0.6; 54 4.7 3 0.6; 55 4.1 3 0.6; 56 3.5 3 0.6; 57 2.9 3 0.6;
58 2.3 3 0.6; 59 5.3 3.6 0.6; 60 5.9 3.6 0.6; 61 6.5 3.6 0.6; 62 7.1 3.6 0.6;
63 7.7 3.6 0.6; 64 4.7 3.6 0.6; 65 4.1 3.6 0.6; 66 3.5 3.6 0.6; 67 2.9 3.6 0.6;
68 2.3 3.6 0.6; 69 5.3 4.5 0.6; 70 6.5 4.5 0.6; 71 7.7 4.5 0.6; 72 4.7 4.5 0.6;
73 3.5 4.5 0.6; 74 2.3 4.5 0.6; 75 5.3 5.4 0.6; 76 6.5 5.4 0.6; 77 7.7 5.4 0.6;
78 4.7 5.4 0.6; 79 3.5 5.4 0.6; 80 2.3 5.4 0.6; 81 5.3 4.2 0.6; 82 4.7 4.2 0.6;
83 5.3 4.8 0.6; 84 4.7 4.8 0.6; 85 7.1 4.05 0.6; 86 5.9 4.95 0.6;
87 7.1 4.95 0.6; 88 5.9 4.05 0.6; 89 4.1 4.05 0.6; 90 2.9 4.95 0.6;
91 4.1 4.95 0.6; 92 2.9 4.05 0.6; 95 5 3 0.3; 96 5 -1.2 0.3;
MEMBER INCIDENCES
2 3 8; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 8 8 9; 9 9 10; 10 10 11; 11 11 12; 13 3 14;
14 4 15; 15 5 16; 16 6 17; 17 7 18; 18 8 19; 19 9 20; 20 10 21; 21 11 22;
22 12 23; 24 14 15; 25 15 16; 26 16 17; 27 17 18; 29 19 20; 30 20 21; 31 21 22;
32 22 23; 33 19 14; 34 14 36; 35 16 25; 36 18 26; 37 19 37; 38 21 28; 39 23 29;
40 24 38; 41 25 31; 42 26 32; 43 27 39; 44 28 34; 45 29 35; 46 29 28; 47 28 27;
49 24 25; 50 25 26; 51 35 34; 52 34 33; 53 33 30; 54 30 31; 55 31 32; 56 12 22;
57 22 10; 58 10 20; 59 20 8; 60 8 14; 61 14 4; 62 4 16; 63 16 6; 64 6 18;
65 30 41; 67 14 43; 69 36 24; 70 37 27; 71 37 36; 72 38 30; 73 39 33; 74 39 38;
75 33 38; 76 38 37; 77 37 14; 80 35 45; 81 23 47; 86 40 18; 87 25 40; 88 41 25;
90 42 32; 91 25 42; 92 43 25; 96 44 19; 97 28 44; 98 45 28; 99 46 33;
100 28 46; 101 47 28; 106 49 54; 107 49 50; 108 50 51; 109 51 52; 110 52 53;
112 54 55; 113 55 56; 114 56 57; 115 57 58; 116 49 59; 117 50 60; 118 51 61;
119 52 62; 120 53 63; 121 54 64; 122 55 65; 123 56 66; 124 57 67; 125 58 68;
126 59 60; 127 60 61; 128 61 62; 129 62 63; 130 64 65; 131 65 66; 132 66 67;
133 67 68; 134 64 59; 135 59 81; 136 61 70; 137 63 71; 138 64 82; 139 66 73;
140 68 74; 141 69 83; 142 70 76; 143 71 77; 144 72 84; 145 73 79; 146 74 80;
147 74 73; 148 73 72; 149 69 70; 150 70 71; 151 80 79; 152 79 78; 153 78 75;
154 75 76; 155 76 77; 156 58 67; 157 67 56; 158 56 65; 159 65 54; 160 54 59;
161 59 50; 162 50 61; 163 61 52; 164 52 63; 165 75 86; 167 59 88; 169 81 69;
170 82 72; 171 82 81; 172 83 75; 173 84 78; 174 84 83; 175 78 83; 176 83 82;
177 82 59; 180 80 90; 181 68 92; 186 85 63; 187 70 85; 188 86 70; 190 87 77;
191 70 87; 192 88 70; 196 89 64; 197 73 89; 198 90 73; 199 91 78; 200 73 91;
201 92 73; 206 35 80; 207 34 79; 208 33 78; 209 30 75; 210 31 76; 211 32 77;
212 29 74; 213 28 73; 214 27 72; 215 24 69; 216 25 70; 217 26 71; 218 23 68;
219 12 58; 220 11 57; 221 22 67; 222 21 66; 223 10 56; 224 9 55; 225 20 65;
226 19 64; 227 8 54; 229 49 3; 230 14 59; 231 15 60; 232 4 50; 233 16 61;
234 5 51; 235 17 62; 236 6 52; 237 18 63; 238 7 53; 243 95 96; 244 8 95;
245 95 49; 246 54 95; 247 95 3;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
CONSTANTS
BETA 45 MEMB 138 144 151 TO 155 170 173 206 TO 225 231 TO 238
BETA 135 MEMB 8 TO 11 14 TO 17 19 TO 22 29 TO 32 35 36 38 39 41 42 44 45 71 -
74 107 TO 110 117 TO 120 122 TO 129 135 TO 137 139 TO 143 145 TO 150 169 -
171 172 174
BETA 315 MEMB 37 43 51 TO 55 70 73
BETA 225 MEMB 3 TO 6 24 TO 27 34 40 46 47 49 50 69 72 112 TO 115 130 TO 133
BETA 90 MEMB 18 121
BETA 270 MEMB 13 116
MATERIAL STEEL ALL
MEMBER PROPERTY INDIAN
14 TO 17 19 TO 22 35 36 38 39 41 42 44 TO 47 49 TO 59 61 TO 65 67 71 -
74 TO 77 80 81 86 TO 88 90 TO 92 96 TO 101 117 TO 120 122 TO 125 136 137 -
139 140 142 143 145 TO 159 161 TO 165 167 171 174 TO 177 180 181 186 TO 188 -
190 TO 192 196 TO 201 206 207 210 TO 213 216 217 TABLE ST ISA40X40X6
3 TO 6 8 TO 11 24 TO 27 29 TO 32 34 37 40 43 69 70 72 73 107 TO 110 -
112 TO 115 126 TO 133 135 138 141 144 169 170 172 173 208 209 214 215 218 -
219 TO 225 231 TO 238 TABLE ST ISA50X50X6
2 13 18 33 60 106 116 121 134 160 226 227 229 230 244 TO 247 TABLE ST ISMC150
243 TABLE ST PIPE OD 0.368 ID 0.355
*CONSTANTS
*BETA 135 MEMB 8 TO 11 107 TO 110 118 120 135 TO 137 141 TO 143 169 172 206 -
*207 TO 226 230 TO 238
*BETA 225 MEMB 3 TO 6 15 17 34 TO 36 40 TO 42 69 72 112 TO 115
*BETA 45 MEMB 29 TO 32 123 125 TO 129 134 138 TO 140 144 TO 155 170 173
*BETA 315 MEMB 20 22 24 TO 27 33 37 TO 39 43 TO 47 49 TO 55 70 73 130 TO 133
*BETA 180 MEMB 2 106 227 229
*BETA 90 MEMB 18 121
*BETA 270 MEMB 13 116
*MATERIAL STEEL ALL
SUPPORTS
96 FIXED
DEFINE 1893 LOAD
ZONE 0.24 RF 4 I 1 SS 2 ST 2 DM 0.05
SELFWEIGHT 1 
LOAD 1 LOADTYPE Seismic  TITLE EQX
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic  TITLE EQZ
1893 LOAD Z 1
LOAD 3 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 LIST 107 TO 110 112 TO 165 167 169 TO 177 180 181 186 TO 188 -
190 TO 192 196 TO 201
LOAD 4 LOADTYPE Wind  TITLE WLZ+
FLOOR LOAD
ZRANGE 0.6 0.6 FLOAD 1.8 GZ
MEMBER LOAD
243 UNI GZ 1.2
LOAD 5 LOADTYPE Wind  TITLE WLZ-
FLOOR LOAD
ZRANGE 0 0 FLOAD -1.8 GZ
MEMBER LOAD
243 UNI GZ -1.2
LOAD COMB 6 1.2 DL+2.5ELZ
3 1.2 2 2.5 
LOAD COMB 7 1.2 DL - 2.5ELZ
3 1.2 2 -2.5 
LOAD COMB 8 1.2DL+2.5ELX
1 1.2 3 2.5 
LOAD COMB 9 1.2DL-2.5ELX
3 1.2 1 -2.5 
LOAD COMB 10 1.2 ( DL+WLZ+)
3 1.2 4 1.2 
LOAD COMB 11 1.2 ( DL+WLZ-)
3 1.2 5 1.2 
LOAD COMB 12 1.5 ( DL+WLZ+)
3 1.5 4 1.5 
LOAD COMB 13 1.5 ( DL+WLZ-)
3 1.5 5 1.5 
LOAD COMB 14 0.9 DL+2.5EQX
3 0.9 1 2.5 
LOAD COMB 15 0.9DL-2.5EQX
3 0.9 1 -2.5 
LOAD COMB 16 0.9DL+2.5EQZ
3 0.9 2 2.5 
LOAD COMB 17 0.9DL-2.5EQZ
3 0.9 2 -2.5 
LOAD COMB 18 0.9DL+1.5WLZ+
3 0.9 4 1.5 
LOAD COMB 19 0.9DL+1.5WLZ-
5 1.5 3 0.9 
PERFORM ANALYSIS
LOAD LIST 6 TO 19
PARAMETER 1
CODE IS800 LSD
FYLD 350000 MEMB 3 TO 6 8 TO 11 13 TO 22 24 TO 27 29 TO 47 49 TO 65 67 69 -
70 TO 77 80 81 86 TO 88 90 TO 92 96 TO 101 107 TO 110 112 TO 165 167 -
169 TO 177 180 181 186 TO 188 190 TO 192 196 TO 201 206 TO 227 229 TO 238 -
243
CHECK CODE ALL
PARAMETER 2
CODE IS800 LSD
STEEL MEMBER TAKE OFF LIST 3 TO 6 8 TO 11 13 TO 22 24 TO 27 29 TO 47 -
49 TO 65 67 69 TO 77 80 81 86 TO 88 90 TO 92 96 TO 101 107 TO 110 -
112 TO 165 167 169 TO 177 180 181 186 TO 188 190 TO 192 196 TO 201 -
206 TO 227 229 TO 238 243
PARAMETER 3
CODE IS800 LSD
TST 1 MEMB 227 229
FINISH
