STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 03-Feb-11
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 4.08; 2 79.375 0 4.08; 3 79.375 0 16.32; 4 0 0 16.32; 5 0 0 8.16;
6 79.375 0 8.16; 7 79.375 0 12.24; 8 0 0 12.24; 9 15.875 0 2.71;
10 15.875 0 17.71; 11 0 0 2.71; 12 0 0 17.71; 13 15.875 0 4.08;
14 15.875 0 16.32; 15 31.75 0 2.71; 16 31.75 0 17.71; 17 31.75 0 4.08;
18 31.75 0 16.32; 19 47.625 0 2.71; 20 47.625 0 17.71; 21 47.625 0 4.08;
22 47.625 0 16.32; 23 63.5 0 2.71; 24 63.5 0 17.71; 25 63.5 0 4.08;
26 63.5 0 16.32; 27 79.375 0 2.71; 28 79.375 0 17.71; 31 15.875 7 2.71;
32 63.5 7 2.71; 33 47.625 7 2.71; 34 31.75 7 2.71; 35 23.813 7 2.71;
36 71.438 7 2.71; 37 55.563 7 2.71; 38 39.688 7 2.71; 39 7.937 7 2.71;
40 3.96875 0 4.08; 41 3.96875 0 8.16; 42 7.9375 0 4.08; 43 7.9375 0 8.16;
44 11.9063 0 4.08; 45 11.9062 0 8.16; 46 15.875 0 8.16; 47 19.8438 0 4.08;
48 19.8438 0 8.16; 49 23.8125 0 4.08; 50 23.8125 0 8.16; 51 27.7813 0 4.08;
52 27.7813 0 8.16; 53 31.75 0 8.16; 54 35.7188 0 4.08; 55 35.7188 0 8.16;
56 39.6875 0 4.08; 57 39.6875 0 8.16; 58 43.6563 0 4.08; 59 43.6563 0 8.16;
60 47.625 0 8.16; 61 51.5938 0 4.08; 62 51.5938 0 8.16; 63 55.5625 0 4.08;
64 55.5625 0 8.16; 65 59.5313 0 4.08; 66 59.5313 0 8.16; 67 63.5 0 8.16;
68 67.4688 0 4.08; 69 67.4688 0 8.16; 70 71.4375 0 4.08; 71 71.4375 0 8.16;
72 75.4063 0 4.08; 73 75.4063 0 8.16; 74 3.96875 0 12.24; 75 7.9375 0 12.24;
76 11.9062 0 12.24; 77 15.875 0 12.24; 78 19.8438 0 12.24; 79 23.8125 0 12.24;
80 27.7813 0 12.24; 81 31.75 0 12.24; 82 35.7188 0 12.24; 83 39.6875 0 12.24;
84 43.6563 0 12.24; 85 47.625 0 12.24; 86 51.5938 0 12.24; 87 55.5625 0 12.24;
88 59.5313 0 12.24; 89 63.5 0 12.24; 90 67.4688 0 12.24; 91 71.4375 0 12.24;
92 75.4063 0 12.24; 93 3.96875 0 16.32; 94 7.9375 0 16.32; 95 11.9062 0 16.32;
96 19.8438 0 16.32; 97 23.8125 0 16.32; 98 27.7813 0 16.32; 99 35.7188 0 16.32;
100 39.6875 0 16.32; 101 43.6563 0 16.32; 102 51.5938 0 16.32;
103 55.5625 0 16.32; 104 59.5313 0 16.32; 105 67.4688 0 16.32;
106 71.4375 0 16.32; 107 75.4063 0 16.32; 108 15.875 7 17.71; 109 63.5 7 17.71;
110 47.625 7 17.71; 111 31.75 7 17.71; 112 23.813 7 17.71; 113 71.438 7 17.71;
114 55.563 7 17.71; 115 39.688 7 17.71; 116 7.937 7 17.71; 117 15.875 20 2.71;
118 0 20 2.71; 119 31.75 20 2.71; 120 47.625 20 2.71; 121 63.5 20 2.71;
122 79.375 20 2.71; 123 15.875 27 2.71; 124 63.5 27 2.71; 125 47.625 27 2.71;
126 31.75 27 2.71; 127 23.813 27 2.71; 128 71.438 27 2.71; 129 55.563 27 2.71;
130 39.688 27 2.71; 131 7.937 27 2.71;
MEMBER INCIDENCES
7 5 41; 10 7 92; 13 9 13; 14 13 46; 15 14 10; 17 1 40; 18 25 68; 19 25 67;
20 26 105; 21 3 107; 22 22 85; 23 21 58; 24 17 53; 25 18 99; 26 22 101;
27 14 95; 28 11 9; 29 12 10; 32 15 17; 33 19 21; 34 31 35; 35 33 37; 36 33 19;
37 34 38; 40 9 31; 41 34 15; 42 15 19; 43 23 32; 44 35 34; 45 37 32; 46 38 33;
47 39 31; 48 36 32; 49 39 11; 50 39 9; 51 9 35; 52 35 15; 53 15 38; 54 38 19;
55 19 37; 56 37 23; 57 23 36; 58 36 27; 61 26 24; 62 23 25; 63 40 42; 64 41 43;
66 42 44; 67 43 45; 69 44 13; 70 45 46; 72 46 77; 74 46 48; 76 47 49; 77 48 50;
79 49 51; 80 50 52; 82 51 17; 83 52 53; 85 53 81; 87 53 55; 89 54 17; 90 54 56;
91 55 57; 94 56 58; 95 57 59; 99 59 60; 101 60 21; 102 60 85; 103 60 62;
105 61 63; 106 62 64; 108 63 65; 109 64 66; 111 65 25; 112 66 67; 114 67 89;
115 67 69; 117 68 70; 118 69 71; 120 70 72; 121 71 73; 123 72 2; 124 73 6;
127 74 8; 129 75 74; 131 76 75; 133 77 76; 134 77 14; 137 78 77; 139 79 78;
141 80 79; 143 81 80; 144 81 18; 147 82 81; 149 83 82; 151 84 83; 153 85 84;
157 86 85; 159 87 86; 161 88 87; 163 89 88; 164 89 26; 166 90 89; 168 91 90;
170 92 91; 173 93 4; 175 94 93; 177 95 94; 180 96 14; 182 97 96; 184 98 97;
187 99 100; 191 100 101; 197 102 22; 199 103 102; 201 104 103; 204 105 106;
208 106 107; 219 108 112; 220 110 114; 221 110 20; 222 111 115; 223 10 108;
224 111 16; 225 24 109; 226 112 111; 227 114 109; 228 115 110; 229 116 108;
230 113 109; 231 116 12; 232 116 10; 233 10 112; 234 112 16; 235 16 115;
236 115 20; 237 20 114; 238 114 24; 239 24 113; 240 113 28; 243 23 27;
244 19 23; 246 9 15; 247 24 28; 248 20 24; 249 16 20; 250 10 16; 259 13 47;
261 21 61; 263 18 16; 264 22 20; 265 18 98; 266 26 104; 267 118 117;
268 123 127; 269 125 129; 270 125 120; 271 126 130; 272 117 123; 273 126 119;
274 119 120; 275 121 124; 276 127 126; 277 129 124; 278 130 125; 279 131 123;
280 128 124; 281 131 118; 282 131 117; 283 117 127; 284 127 119; 285 119 130;
286 130 120; 287 120 129; 288 129 121; 289 121 128; 290 128 122; 291 121 122;
292 120 121; 293 117 119;
ELEMENT INCIDENCES SHELL
65 1 40 41 5; 68 40 42 43 41; 71 42 44 45 43; 75 44 13 46 45; 78 13 47 48 46;
81 47 49 50 48; 84 49 51 52 50; 88 51 17 53 52; 92 17 54 55 53; 96 54 56 57 55;
100 56 58 59 57; 104 58 21 60 59; 107 21 61 62 60; 110 61 63 64 62;
113 63 65 66 64; 116 65 25 67 66; 119 25 68 69 67; 122 68 70 71 69;
125 70 72 73 71; 126 72 2 6 73; 128 5 41 74 8; 130 41 43 75 74;
132 43 45 76 75; 136 45 46 77 76; 138 46 48 78 77; 140 48 50 79 78;
142 50 52 80 79; 146 52 53 81 80; 148 53 55 82 81; 150 55 57 83 82;
152 57 59 84 83; 156 59 60 85 84; 158 60 62 86 85; 160 62 64 87 86;
162 64 66 88 87; 165 66 67 89 88; 167 67 69 90 89; 169 69 71 91 90;
171 71 73 92 91; 172 73 6 7 92; 174 8 74 93 4; 176 74 75 94 93;
178 75 76 95 94; 179 76 77 14 95; 181 77 78 96 14; 183 78 79 97 96;
185 79 80 98 97; 186 80 81 18 98; 189 81 82 99 18; 192 82 83 100 99;
195 83 84 101 100; 196 84 85 22 101; 198 85 86 102 22; 200 86 87 103 102;
202 87 88 104 103; 203 88 89 26 104; 206 89 90 105 26; 209 90 91 106 105;
212 91 92 107 106; 213 92 7 3 107;
ELEMENT PROPERTY
65 68 71 75 78 81 84 88 92 96 100 104 107 110 113 116 119 122 125 126 128 -
130 132 136 138 140 142 146 148 150 152 156 158 160 162 165 167 169 171 172 -
174 176 178 179 181 183 185 186 189 192 195 196 198 200 202 203 206 209 212 -
213 THICKNESS 0.77
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+006
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-006
DAMP 0.03
ISOTROPIC CONCRETE
E 453600
POISSON 0.17
DENSITY 0.150336
ALPHA 5e-006
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
49 58 231 240 281 290 TABLE ST W12X40
36 40 41 43 50 TO 57 221 223 TO 225 232 TO 239 270 272 273 275 282 TO 288 -
289 TABLE ST W12X26
34 35 37 44 TO 48 219 220 222 226 TO 230 268 269 271 276 TO 280 TABLE ST W12X50
7 10 17 18 20 21 23 25 TO 27 63 64 66 67 69 70 74 76 77 79 80 82 83 87 89 -
90 TO 91 94 95 99 103 105 106 108 109 111 112 115 117 118 120 121 123 124 -
127 129 131 133 137 139 141 143 147 149 151 153 157 159 161 163 166 168 170 -
173 175 177 180 182 184 187 191 197 199 201 204 208 259 261 265 -
266 TABLE ST W16X36
13 TO 15 19 22 24 32 33 61 62 72 85 101 102 114 134 144 164 263 -
264 TABLE ST W24X68
28 29 42 243 244 246 TO 250 267 274 291 TO 293 TABLE FR C12X30 SP 0.53125
CONSTANTS
BETA 90 MEMB 34 TO 37 40 41 43 TO 58 219 TO 240 268 TO 273 275 TO 290
MATERIAL STEEL MEMB 7 10 13 TO 15 17 TO 29 32 TO 37 40 TO 58 61 TO 64 66 67 -
69 70 72 74 76 77 79 80 82 83 85 87 89 TO 91 94 95 99 101 TO 103 105 106 -
108 109 111 112 114 115 117 118 120 121 123 124 127 129 131 133 134 137 139 -
141 143 144 147 149 151 153 157 159 161 163 164 166 168 170 173 175 177 180 -
182 184 187 191 197 199 201 204 208 219 TO 240 243 244 246 TO 250 259 261 -
263 TO 293
MATERIAL CONCRETE MEMB 65 68 71 75 78 81 84 88 92 96 100 104 107 110 113 116 -
119 122 125 126 128 130 132 136 138 140 142 146 148 150 152 156 158 160 162 -
165 167 169 171 172 174 176 178 179 181 183 185 186 189 192 195 196 198 200 -
202 203 206 209 212 213
SUPPORTS
1 TO 8 11 12 27 28 118 122 FIXED BUT FX MX MY MZ
MEMBER TRUSS 
28 29 34 TO 37 40 TO 58 219 TO 240 243 244 246 TO 250 267 TO 293
LOAD 1 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1.2 LIST 28 29 34 TO 37 40 TO 58 219 TO 240 243 244 246 TO 250 -
267 TO 293
SELFWEIGHT Y -1 LIST 7 10 13 TO 15 17 TO 27 32 33 61 TO 72 74 TO 85 -
87 TO 92 94 TO 96 99 TO 134 136 TO 144 146 TO 153 156 TO 187 189 191 192 -
195 TO 204 206 208 209 212 213 259 261 263 TO 266
LOAD 2 LOADTYPE Dead  TITLE FUTURE WEARING SURFACE
ELEMENT LOAD
65 68 71 75 78 81 84 88 92 96 100 104 107 110 113 116 119 122 125 126 128 -
130 132 136 138 140 142 146 148 150 152 156 158 160 162 165 167 169 171 172 -
174 176 178 179 181 183 185 186 189 192 195 196 198 200 202 203 206 209 212 -
213 PR 0.02
LOAD 3 LOADTYPE Dead  TITLE LINEAR LOAD FOR 2-DTRUSS
MEMBER LOAD
267 274 291 TO 293 UNI GY -1.015
PERFORM ANALYSIS 
PERFORM ANALYSIS 
PERFORM ANALYSIS 
PERFORM ANALYSIS 
FINISH
