STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 18-Aug-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3.973 0 0.878; 3 8.025 0 1.257; 4 12.007 0 1.138; 5 16.294 0 0.441;
6 20.13 0 -0.718; 7 23.81 0 -2.367; 8 27.276 0 -4.425; 9 -4.92 0 16.058;
10 1.029 0 17.45; 11 7.121 0 18.085; 12 13.34 0 17.937; 13 20.479 0 16.765;
14 26.386 0 14.93; 15 32.01 0 12.356; 16 37.251 0 9.096; 17 32.887 0 -3.884;
18 35.596 0 -3.37; 19 38.447 0 -2.754; 20 41.066 0 -1.935; 21 44.364 0 -0.869;
22 46.744 0 0.0429997; 23 42.031 0 5.201; 24 -5.41 0 2.157; 25 -7.847 0 3.495;
26 -10.223 0 4.992; 27 -12.603 0 6.634; 28 -15.428 0 8.794;
29 -17.204 0 10.274; 30 -10.992 0 13.814; 31 -1.15216 0 3.76045;
32 -1.79841 0 5.86967; 33 -2.50763 0 8.18446; 34 -3.26637 0 10.6608;
35 -4.21464 0 13.7558; 36 -4.88168 0 15.9329; 37 3.27441 0 4.81043;
38 3.07029 0 5.95944; 39 2.89363 0 6.95387; 40 2.46999 0 9.33853;
41 2.25171 0 10.5673; 42 2.01838 0 11.8807; 43 1.45149 0 15.0718;
44 1.05497 0 17.3038; 45 7.80882 0 5.2812; 46 7.74681 0 6.43553;
47 7.69263 0 7.44408; 48 7.56373 0 9.84362; 49 7.49576 0 11.1088;
50 7.42415 0 12.4419; 51 7.25147 0 15.6562; 52 7.12767 0 17.9609;
53 12.3274 0 5.17531; 54 12.4172 0 6.30775; 55 12.4971 0 7.31459;
56 12.6905 0 9.75192; 57 12.7874 0 10.9731; 58 12.8931 0 12.3049;
59 13.1497 0 15.5387; 60 13.3321 0 17.8375; 61 17.2893 0 4.32344;
62 17.5816 0 5.46357; 63 17.8325 0 6.44193; 64 18.4315 0 8.77837;
65 18.7439 0 9.99696; 66 19.0771 0 11.2969; 67 19.8761 0 14.4131;
68 20.4542 0 16.6682; 69 21.6216 0 3.01288; 70 22.0552 0 4.09742;
71 22.4301 0 5.03525; 72 23.3296 0 7.2851; 73 23.7929 0 8.44392;
74 24.2885 0 9.68353; 75 25.4779 0 12.6586; 76 26.3336 0 14.7989;
77 25.7607 0 1.13542; 78 26.3334 0 2.16369; 79 26.8248 0 3.04607;
80 28.0067 0 5.16814; 81 28.6105 0 6.25232; 82 29.263 0 7.42387;
83 30.8113 0 10.2038; 84 31.945 0 12.2394; 85 29.6257 0 -1.23996;
86 30.9247 0 0.520749; 87 32.3625 0 2.46976; 88 33.9174 0 4.57729;
89 35.7957 0 7.1234; 90 37.1724 0 8.98952; 91 -9.74455 0 11.3089;
92 -8.46542 0 8.41851; 93 40.1189 0 3.09079; 94 38.066 0 0.797956;
95 -1.79841 -6.225 5.86967; 96 2.89363 -6.225 6.95387;
97 7.69263 -6.225 7.44408; 98 12.4971 -6.225 7.31459;
99 17.8325 -6.225 6.44193; 100 22.4301 -6.225 5.03525;
101 26.8248 -6.225 3.04607; 102 30.9247 -6.225 0.520749;
103 3.07029 -1.312 5.95944; 104 2.25171 -1.312 10.5673;
105 7.74681 -1.312 6.43553; 106 7.49576 -1.312 11.1088;
107 12.4172 -1.312 6.30775; 108 12.7874 -1.312 10.9731;
109 17.5816 -1.312 5.46357; 110 18.7439 -1.312 9.99696;
111 22.0552 -1.312 4.09742; 112 23.7929 -1.312 8.44392;
113 26.3334 -1.312 2.16369; 114 28.6105 -1.312 6.25232;
121 3.25604 -1.312 4.91381; 122 7.80378 -1.312 5.37506;
123 12.3332 -1.312 5.24907; 124 17.3179 -1.312 4.43484;
125 21.661 -1.312 3.11131; 126 25.8167 -1.312 1.23589;
133 2.01208 -1.312 11.9162; 134 7.42227 -1.312 12.4768;
135 12.8958 -1.312 12.3388; 136 19.0841 -1.312 11.3241;
137 24.3015 -1.312 9.71602; 138 29.2771 -1.312 7.4492;
149 2.89363 -1.312 6.95387; 150 7.69263 -1.312 7.44408;
151 12.4971 -1.312 7.31459; 152 17.8325 -1.312 6.44193;
153 22.4301 -1.312 5.03525; 154 26.8248 -1.312 3.04607;
155 2.46825 -1.312 9.34838; 156 7.56217 -1.312 9.87258;
157 12.6895 -1.312 9.73897; 158 18.4365 -1.312 8.79774;
159 23.3329 -1.312 7.29346; 160 28.0081 -1.312 5.17077;
MEMBER INCIDENCES
1 1 31; 2 2 37; 3 3 45; 4 4 53; 5 5 61; 6 6 69; 7 7 77; 8 8 85; 9 31 32;
10 32 33; 11 33 34; 12 34 35; 13 35 36; 14 36 9; 15 37 38; 16 38 39; 17 39 40;
18 40 41; 19 41 42; 20 42 43; 21 43 44; 22 44 10; 23 45 46; 24 46 47; 25 47 48;
26 48 49; 27 49 50; 28 50 51; 29 51 52; 30 52 11; 31 53 54; 32 54 55; 33 55 56;
34 56 57; 35 57 58; 36 58 59; 37 59 60; 38 60 12; 39 61 62; 40 62 63; 41 63 64;
42 64 65; 43 65 66; 44 66 67; 45 67 68; 46 68 13; 47 69 70; 48 70 71; 49 71 72;
50 72 73; 51 73 74; 52 74 75; 53 75 76; 54 76 14; 55 77 78; 56 78 79; 57 79 80;
58 80 81; 59 81 82; 60 82 83; 61 83 84; 62 84 15; 63 85 86; 64 86 87; 65 87 88;
66 88 89; 67 89 90; 68 90 16; 69 24 31; 70 31 37; 71 37 45; 72 45 53; 73 53 61;
74 61 69; 75 69 77; 76 77 85; 77 85 17; 78 25 32; 79 32 39; 80 39 47; 81 47 55;
82 55 63; 83 63 71; 84 71 79; 85 79 86; 86 86 18; 87 26 33; 88 33 40; 89 40 48;
90 48 56; 91 56 64; 92 64 72; 93 72 80; 94 80 87; 95 87 19; 96 27 92; 97 34 42;
98 42 50; 99 50 58; 100 58 66; 101 66 74; 102 74 82; 103 82 88; 104 88 94;
105 28 91; 106 35 43; 107 43 51; 108 51 59; 109 59 67; 110 67 75; 111 75 83;
112 83 89; 113 89 93; 114 29 30; 115 30 36; 116 36 44; 117 44 52; 118 52 60;
119 60 68; 120 68 76; 121 76 84; 122 84 90; 123 90 23; 124 23 22; 125 91 35;
126 92 34; 127 30 91; 128 91 92; 129 93 21; 130 94 20; 131 23 93; 132 93 94;
161 32 95; 162 39 149; 163 47 150; 164 55 151; 165 63 152; 166 71 153;
167 79 154; 168 86 102; 169 38 103; 170 41 104; 171 46 105; 172 49 106;
173 54 107; 174 57 108; 175 62 109; 176 65 110; 177 70 111; 178 73 112;
179 78 113; 180 81 114; 187 103 121; 188 105 122; 189 107 123; 190 109 124;
191 111 125; 192 113 126; 193 121 122; 194 122 123; 195 123 124; 196 124 125;
197 125 126; 216 112 137; 217 110 136; 218 108 135; 219 106 134; 220 104 133;
221 103 149; 222 105 150; 223 107 151; 224 109 152; 225 111 153; 226 113 154;
227 114 138; 228 133 134; 229 134 135; 230 135 136; 231 136 137; 232 137 138;
253 149 96; 254 150 97; 255 151 98; 256 152 99; 257 153 100; 258 154 101;
259 149 155; 260 150 156; 261 151 157; 262 152 158; 263 153 159; 264 154 160;
265 149 150; 266 150 151; 267 151 152; 268 152 153; 269 153 154; 270 155 104;
271 156 106; 272 157 108; 273 158 110; 274 159 112; 275 160 114; 276 155 156;
277 156 157; 278 157 158; 279 158 159; 280 159 160; 281 37 45; 282 45 53;
283 53 61; 284 61 69; 285 69 77; 286 43 51; 287 51 59; 288 59 67; 289 67 75;
290 75 83; 291 42 50; 292 50 58; 293 58 66; 294 66 74; 295 74 82; 296 153 73;
297 154 81; 298 152 65; 299 151 57; 300 150 49; 301 149 41;
START GROUP DEFINITION
MEMBER
_XGROUP 69 TO 126 129 130
END GROUP DEFINITION
UNIT MMS KN
DEFINE MATERIAL START
ISOTROPIC STEEL
E 205
POISSON 0.3
DENSITY 7.68195e-008
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 0.2532 FU 0.4078 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY BRITISH
1 TO 68 TABLE ST UB1016X305X272
78 TO 95 97 TO 103 106 TO 112 228 TO 232 265 TO 269 276 TO 280 286 TO 294 -
295 TABLE ST UC203X203X46
96 104 105 113 125 TO 132 TABLE ST UC305X305X97
69 TO 77 114 TO 124 193 TO 197 281 TO 285 TABLE ST UB203X133X30
161 TO 168 253 TO 258 TABLE ST PIP50816.0
169 TO 180 187 TO 192 216 TO 227 259 TO 264 270 TO 275 TABLE ST UC254X254X73
296 TO 301 TABLE ST TUB12012012.5
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 TO 8 17 TO 22 24 TO 29 95 TO 102 PINNED
MEMBER OFFSET
161 TO 168 START 0 -495.05 0
69 TO 95 97 TO 103 106 TO 112 114 TO 124 START 0 359 0
69 TO 95 97 TO 103 106 TO 112 114 TO 124 END 0 359 0
96 104 105 113 125 TO 132 START 0 310.5 0
96 104 105 113 125 TO 132 END 0 310.5 0
281 TO 295 START 0 -359 0
281 TO 295 END 0 -359 0
MEMBER RELEASE
70 TO 76 79 TO 85 88 TO 94 97 TO 103 106 TO 112 116 TO 122 281 TO 294 -
295 START MY MZ
70 TO 76 79 TO 85 88 TO 94 97 TO 103 106 TO 112 116 TO 122 281 TO 295 END MY MZ
69 78 87 115 125 126 END MY MZ
69 77 78 86 87 95 104 113 123 START MY MZ
259 TO 264 START MY MZ
221 TO 226 END MY MZ
193 TO 197 228 TO 232 265 TO 269 276 TO 280 START MY MZ
193 TO 197 228 TO 232 265 TO 269 276 TO 280 END MY MZ
296 TO 301 START MY MZ
296 TO 301 END MY MZ
LOAD 1 LOADTYPE Dead  TITLE DEAD
SELFWEIGHT Y -1 LIST 1 TO 132 169 TO 180 281 TO 295
FLOOR LOAD
YRANGE -200 200 FLOAD -2e-006 GY
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LIVE
UNIT METER KN
FLOOR LOAD
YRANGE -0.2 0.2 FLOAD -0.6 GY
UNIT MMS KN
LOAD 3 LOADTYPE Wind  TITLE WIND
UNIT METER KN
FLOOR LOAD
YRANGE -0.2 0.2 FLOAD -1.2 GY
UNIT MMS KN
LOAD 4 LOADTYPE Temperature  TITLE TEMP
UNIT METER KN
TEMPERATURE LOAD
1 TO 132 169 TO 180 281 TO 295 TEMP 25
LOAD 5 LOADTYPE Temperature  TITLE TEMP-
TEMPERATURE LOAD
1 TO 132 169 TO 180 281 TO 295 TEMP -25
LOAD COMB 6 GENERATED AISC PUBLIC 1
1 1.4 
LOAD COMB 7 GENERATED AISC PUBLIC 2
1 1.2 2 1.6 4 1.2 
LOAD COMB 8 GENERATED AISC PUBLIC 3
1 1.2 2 0.5 
LOAD COMB 9 GENERATED AISC PUBLIC 4
1 1.2 3 0.8 
LOAD COMB 10 GENERATED AISC PUBLIC 5
1 1.2 2 0.5 3 1.6 
LOAD COMB 11 GENERATED AISC PUBLIC 6
1 0.9 3 1.6 
LOAD COMB 12 GENERATED AISC PUBLIC 7
1 0.9 
LOAD COMB 13 COMBINATION LOAD CASE 13
1 1.2 2 1.6 5 1.2 
LOAD COMB 14 COMBINATION LOAD CASE 14
1 1.0 2 1.0 
PERFORM ANALYSIS
PARAMETER 1
CODE AISC UNIFIED 2010
FU 520000 MEMB 1 TO 132 161 TO 180 187 TO 197 216 TO 232 253 TO 295
FYLD 355000 MEMB 1 TO 132 161 TO 180 187 TO 197 216 TO 232 253 TO 295
LZ 10.7 MEMB 10 TO 14 17 TO 22 25 TO 30 32 TO 38 41 TO 46 49 TO 54 57 TO 62 -
64 TO 68
LZ 6.2 MEMB 1 TO 9 15 16 23 24 31 32 39 40 47 48 55 56 63
LZ 3.7 MEMB 259 TO 264 270 TO 275
METHOD LRFD
CHECK CODE ALL
PARAMETER 2
CODE AISC UNIFIED 2010
STEEL TAKE OFF LIST 1 TO 132 161 TO 180 187 TO 197 216 TO 232 253 TO 295
FINISH
