STAAD SPACE DXF µ¼Èë ºó¼Ó¹¤CADÈýÎ¬Ä£ÐÍ-Æ½ÎÝÃæ.DXF
START JOB INFORMATION
ENGINEER DATE 17-Sep-19
END JOB INFORMATION
INPUT WIDTH 79
SET NL 80
UNIT METER KN
JOINT COORDINATES
1 3.80671e-06 -1 0; 2 3.80671e-06 7 0; 3 12 -1 0; 4 12 7 0; 5 24 -1 0;
6 24 7 0; 7 36 -1 0; 8 36 7 0; 9 48 -1 0; 10 48 7 0; 11 60 -1 0; 12 60 7 0;
13 72 -1 0; 14 72 7 0; 15 3.80671e-06 -1 -7.5; 16 3.80671e-06 7 -7.5;
17 12 -1 -7.5; 18 12 7 -7.5; 19 24 -1 -7.5; 20 24 7 -7.5; 21 36 -1 -7.5;
22 36 7 -7.5; 23 48 -1 -7.5; 24 48 7 -7.5; 25 60 -1 -7.5; 26 60 7 -7.5;
27 72 -1 -7.5; 28 72 7 -7.5; 29 3.80671e-06 -1 -15; 30 3.80671e-06 7 -15;
31 12 -1 -15; 32 12 7 -15; 33 24 -1 -15; 34 24 7 -15; 35 36 -1 -15;
36 36 7 -15; 37 48 -1 -15; 38 48 7 -15; 39 60 -1 -15; 40 60 7 -15;
41 72 -1 -15; 42 72 7 -15; 43 3.80671e-06 -1 -22.5; 44 3.80671e-06 7 -22.5;
45 12 -1 -22.5; 46 12 7 -22.5; 47 24 -1 -22.5; 48 24 7 -22.5; 49 36 -1 -22.5;
50 36 7 -22.5; 51 48 -1 -22.5; 52 48 7 -22.5; 53 60 -1 -22.5; 54 60 7 -22.5;
55 72 -1 -22.5; 56 72 7 -22.5; 57 3.80671e-06 -1 -30; 58 3.80671e-06 7 -30;
59 12 -1 -30; 60 12 7 -30; 61 24 -1 -30; 62 24 7 -30; 63 36 -1 -30;
64 36 7 -30; 65 48 -1 -30; 66 48 7 -30; 67 60 -1 -30; 68 60 7 -30;
69 72 -1 -30; 70 72 7 -30; 71 3.80671e-06 -1 -37.5; 72 3.80671e-06 7 -37.5;
73 12 -1 -37.5; 74 12 7 -37.5; 75 24 -1 -37.5; 76 24 7 -37.5; 77 36 -1 -37.5;
78 36 7 -37.5; 79 48 -1 -37.5; 80 48 7 -37.5; 81 60 -1 -37.5; 82 60 7 -37.5;
83 72 -1 -37.5; 84 72 7 -37.5; 85 3.80671e-06 -1 -45; 86 3.80671e-06 7 -45;
87 12 -1 -45; 88 12 7 -45; 89 24 -1 -45; 90 24 7 -45; 91 36 -1 -45;
92 36 7 -45; 93 48 -1 -45; 94 48 7 -45; 95 60 -1 -45; 96 60 7 -45;
97 72 -1 -45; 98 72 7 -45; 99 3.80671e-06 -1 -51.675;
100 3.80671e-06 7 -51.675; 101 12 -1 -51.675; 102 12 7 -51.675;
103 24 -1 -51.675; 104 24 7 -51.675; 105 36 -1 -51.675; 106 36 7 -51.675;
107 48 -1 -51.675; 108 48 7 -51.675; 109 60 -1 -51.675; 110 60 7 -51.675;
111 72 -1 -51.675; 112 72 7 -51.675; 113 3.80671e-06 14 0;
114 3.80671e-06 21.262 -51.675; 115 3.80671e-06 18.216 -30; 116 6 7 0;
117 6 14 0; 118 6 7 -51.675; 119 6 21.262 -51.675; 120 6 7 -30;
121 6 18.216 -30; 122 12 14 0; 123 12 21.262 -51.675; 124 12 18.216 -30;
125 18 7 0; 126 18 14 0; 127 18 7 -51.675; 128 18 21.262 -51.675; 129 18 7 -30;
130 18 18.216 -30; 131 24 14 0; 132 24 21.262 -51.675; 133 24 18.216 -30;
134 30 7 0; 135 30 14 0; 136 30 7 -51.675; 137 30 21.262 -51.675; 138 30 7 -30;
139 30 18.216 -30; 140 36 14 0; 141 36 21.262 -51.675; 142 36 18.216 -30;
143 42 7 0; 144 42 14 0; 145 42 7 -51.675; 146 42 21.262 -51.675; 147 42 7 -30;
148 42 18.216 -30; 149 48 14 0; 150 48 21.262 -51.675; 151 48 18.216 -30;
152 54 7 0; 153 54 14 0; 154 54 7 -51.675; 155 54 21.262 -51.675; 156 54 7 -30;
157 54 18.216 -30; 158 60 14 0; 159 60 21.262 -51.675; 160 60 18.216 -30;
161 66 7 0; 162 66 14 0; 163 66 7 -51.675; 164 66 21.262 -51.675; 165 66 7 -30;
166 66 18.216 -30; 167 72 14 0; 168 72 21.262 -51.675; 169 72 18.216 -30;
170 3 10.5 0; 171 69 10.5 0; 172 3.80671e-06 14.131 -51.675;
173 3.80671e-06 12.608 -30; 174 6 14.131 -51.675; 175 6 12.608 -30;
176 12 14.131 -51.675; 177 12 12.608 -30; 178 18 14.131 -51.675;
179 18 12.608 -30; 180 24 14.131 -51.675; 181 24 12.608 -30;
182 30 14.131 -51.675; 183 30 12.608 -30; 184 36 14.131 -51.675;
185 36 12.608 -30; 186 42 14.131 -51.675; 187 42 12.608 -30;
188 48 14.131 -51.675; 189 48 12.608 -30; 190 54 14.131 -51.675;
191 54 12.608 -30; 192 60 14.131 -51.675; 193 60 12.608 -30;
194 66 14.131 -51.675; 195 66 12.608 -30; 196 72 14.131 -51.675;
197 72 12.608 -30; 198 3 10.5655 -51.675; 199 3 17.6965 -51.675;
200 69 17.6965 -51.675; 201 69 10.5655 -51.675; 202 3 9.80399 -30;
203 69 9.80399 -30; 204 3 15.412 -30; 205 69 15.412 -30;
MEMBER INCIDENCES
1 1 2; 2 3 4; 3 5 6; 4 7 8; 5 9 10; 6 11 12; 7 13 14; 8 15 16; 9 17 18;
10 19 20; 11 21 22; 12 23 24; 13 25 26; 14 27 28; 15 29 30; 16 31 32; 17 33 34;
18 35 36; 19 37 38; 20 39 40; 21 41 42; 22 43 44; 23 45 46; 24 47 48; 25 49 50;
26 51 52; 27 53 54; 28 55 56; 29 57 58; 30 59 60; 31 61 62; 32 63 64; 33 65 66;
34 67 68; 35 69 70; 36 71 72; 37 73 74; 38 75 76; 39 77 78; 40 79 80; 41 81 82;
42 83 84; 43 85 86; 44 87 88; 45 89 90; 46 91 92; 47 93 94; 48 95 96; 49 97 98;
50 99 100; 51 101 102; 52 103 104; 53 105 106; 54 107 108; 55 109 110;
56 111 112; 57 100 86; 58 2 116; 59 14 28; 60 112 163; 61 102 88; 62 104 90;
63 106 92; 64 108 94; 65 110 96; 66 86 88; 67 72 74; 68 58 120; 69 44 46;
70 30 32; 71 16 18; 72 2 113; 73 100 172; 74 114 115; 75 58 173; 76 116 117;
77 118 174; 78 119 121; 79 120 175; 80 4 122; 81 102 176; 82 123 124;
83 60 177; 84 125 126; 85 127 178; 86 128 130; 87 129 179; 88 6 131;
89 104 180; 90 132 133; 91 62 181; 92 134 135; 93 136 182; 94 137 139;
95 138 183; 96 8 140; 97 106 184; 98 141 142; 99 64 185; 100 143 144;
101 145 186; 102 146 148; 103 147 187; 104 10 149; 105 108 188; 106 150 151;
107 66 189; 108 152 153; 109 154 190; 110 155 157; 111 156 191; 112 12 158;
113 110 192; 114 159 160; 115 68 193; 116 161 162; 117 163 194; 118 164 166;
119 165 195; 120 14 167; 121 112 196; 122 168 169; 123 70 197; 124 114 119;
125 113 117; 126 115 121; 127 16 2; 128 30 16; 129 44 30; 130 58 44; 131 72 58;
132 86 72; 133 161 14; 134 12 161; 135 152 12; 136 10 152; 137 143 10;
138 8 143; 139 134 8; 140 6 134; 141 125 6; 142 4 125; 143 116 4; 144 98 112;
145 84 98; 146 70 84; 147 56 70; 148 42 56; 149 28 42; 150 118 100;
151 102 118; 152 127 102; 153 104 127; 154 136 104; 155 106 136; 156 145 106;
157 108 145; 158 154 108; 159 110 154; 160 163 110; 161 18 4; 162 32 18;
163 46 32; 164 60 46; 165 74 60; 166 88 74; 167 20 6; 168 34 20; 169 48 34;
170 62 48; 171 76 62; 172 90 76; 173 22 8; 174 36 22; 175 50 36; 176 64 50;
177 78 64; 178 92 78; 179 24 10; 180 38 24; 181 52 38; 182 66 52; 183 80 66;
184 94 80; 185 26 12; 186 40 26; 187 54 40; 188 68 54; 189 82 68; 190 96 82;
191 96 98; 192 94 96; 193 92 94; 194 90 92; 195 88 90; 196 82 84; 197 80 82;
198 78 80; 199 76 78; 200 74 76; 201 165 70; 202 68 165; 203 156 68;
204 66 156; 205 147 66; 206 64 147; 207 138 64; 208 62 138; 209 129 62;
210 60 129; 211 120 60; 212 54 56; 213 52 54; 214 50 52; 215 48 50; 216 46 48;
217 40 42; 218 38 40; 219 36 38; 220 34 36; 221 32 34; 222 26 28; 223 24 26;
224 22 24; 225 20 22; 226 18 20; 227 115 113; 228 121 117; 229 124 122;
230 130 126; 231 133 131; 232 139 135; 233 142 140; 234 148 144; 235 151 149;
236 157 153; 237 160 158; 238 166 162; 239 169 167; 240 164 168; 241 159 164;
242 155 159; 243 150 155; 244 146 150; 245 141 146; 246 137 141; 247 132 137;
248 128 132; 249 123 128; 250 119 123; 251 162 167; 252 158 162; 253 153 158;
254 149 153; 255 144 149; 256 140 144; 257 135 140; 258 131 135; 259 126 131;
260 122 126; 261 117 122; 262 166 169; 263 160 166; 264 157 160; 265 151 157;
266 148 151; 267 142 148; 268 139 142; 269 133 139; 270 130 133; 271 124 130;
272 121 124; 273 2 170; 274 113 170; 275 161 171; 276 162 171; 285 170 117;
286 170 116; 287 171 167; 288 171 14; 289 172 114; 290 173 115; 291 174 119;
292 175 121; 293 176 123; 294 177 124; 295 178 128; 296 179 130; 297 180 132;
298 181 133; 299 182 137; 300 183 139; 301 184 141; 302 185 142; 303 186 146;
304 187 148; 305 188 150; 306 189 151; 307 190 155; 308 191 157; 309 192 159;
310 193 160; 311 194 164; 312 195 166; 313 196 168; 314 197 169; 315 172 174;
316 173 175; 317 194 196; 318 192 194; 319 190 192; 320 188 190; 321 186 188;
322 184 186; 323 182 184; 324 180 182; 325 178 180; 326 176 178; 327 174 176;
328 195 197; 329 193 195; 330 191 193; 331 189 191; 332 187 189; 333 185 187;
334 183 185; 335 181 183; 336 179 181; 337 177 179; 338 175 177; 339 100 198;
340 172 198; 341 114 199; 342 172 199; 343 164 200; 344 194 200; 345 194 201;
346 163 201; 347 58 202; 348 173 202; 349 195 203; 350 165 203; 351 173 204;
352 115 204; 353 195 205; 354 166 205; 355 198 174; 356 198 118; 357 199 174;
358 199 119; 359 200 196; 360 200 168; 361 201 112; 362 201 196; 363 202 175;
364 202 120; 365 203 70; 366 203 197; 367 204 121; 368 204 175; 369 205 169;
370 205 197;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 56 PRIS YD 0.7 ZD 0.7
57 TO 71 127 TO 226 PRIS YD 1 ZD 0.35
72 76 80 84 88 92 96 100 104 108 112 116 -
120 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
74 78 82 86 90 94 98 102 106 110 114 118 122 227 TO 238 -
239 TAPERED 0.7 0.008 0.7 0.3 0.012 0.3 0.012
MEMBER PROPERTY JAPANESE
273 TO 276 285 TO 288 339 TO 370 TABLE ST L90X90X6
124 TO 126 240 TO 272 315 TO 338 TABLE ST PIP139.8X4.0
MEMBER PROPERTY AMERICAN
289 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
73 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
290 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
75 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
291 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
77 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
292 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
79 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
293 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
81 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
294 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
83 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
295 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
85 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
296 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
87 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
297 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
89 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
298 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
91 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
299 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
93 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
300 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
95 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
301 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
97 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
302 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
99 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
303 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
101 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
304 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
103 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
305 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
105 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
306 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
107 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
307 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
109 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
308 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
111 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
309 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
113 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
310 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
115 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
311 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
117 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
312 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
119 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
313 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
121 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
314 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
123 TAPERED 0.4 0.008 0.4 0.3 0.012 0.3 0.012
CONSTANTS
BETA 90 MEMB 72 73 75 TO 77 79 TO 81 83 TO 85 87 TO 89 91 TO 93 95 TO 97 99 -
100 TO 101 103 TO 105 107 TO 109 111 TO 113 115 TO 117 119 TO 121 123 289 -
290 TO 314
MATERIAL CONCRETE MEMB 1 TO 71 127 TO 226
MATERIAL STEEL MEMB 72 TO 126 227 TO 276 285 TO 370
SUPPORTS
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49 51 53 -
55 57 59 61 63 65 67 69 71 73 75 77 79 81 83 85 87 89 91 93 95 97 99 101 -
103 105 107 109 111 FIXED
MEMBER RELEASE
124 TO 126 240 TO 276 315 TO 354 START MY MZ
124 TO 126 240 TO 267 272 285 TO 288 315 TO 338 355 TO 370 END MY MZ
CUT OFF MODE SHAPE 12
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Mass  TITLE REF LOAD CASE MASS
SELFWEIGHT X 1 
SELFWEIGHT Y 1 
SELFWEIGHT Z 1 
FLOOR LOAD
YRANGE 7 7 FLOAD 4 GX
FLOOR LOAD
YRANGE 7 7 FLOAD 4 GY
FLOOR LOAD
YRANGE 7 7 FLOAD 4 GZ
MEMBER LOAD
78 82 86 90 94 98 102 106 110 114 118 228 TO 238 UNI GY 1.5
74 122 227 239 UNI GX 0.75
MEMBER LOAD
78 82 86 90 94 98 102 106 110 114 118 228 TO 238 UNI GY 1.5
74 122 227 239 UNI GY 0.75
MEMBER LOAD
78 82 86 90 94 98 102 106 110 114 118 228 TO 238 UNI GY 1.5
74 122 227 239 UNI GZ 0.75
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG YR 6.9 7.1
DIA 2 TYPE RIG YR 14 21.3
DEFINE IBC 2012
SS 0.755 S1 0.326 I 1 RX 5 RZ 5 SCLASS 4 TL 8 FA 1.198 FV 1.748
DEFINE WIND LOAD
TYPE 1 Z-WINDWARD
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 35.000 M/SEC 0 2 1 0 0.000 FT 0.000 FT 0.000 FT 1 2 -
23.000 M 104.000 M 204.000 M 2.000 0.050 0 0 0 0 0 1.193 1.000 1.000 0.850 0 -
0 0 0 0.784 0.800 -0.180
!> END GENERATED DATA BLOCK
INT 0.0953225 0.0953225 0.099296 0.102584 0.105407 0.107893 0.110119 -
0.112142 0.113998 0.115716 0.117317 0.118817 0.120231 0.121568 0.122838 -
0.122838 HEIG 0 4.57201 5.98955 7.40709 8.82463 10.2422 11.6597 13.0773 -
14.4948 15.9123 17.3299 18.7474 20.165 21.5825 23 23
TYPE 2 ROOF CAL
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 35.000 M/SEC 0 2 1 0 0.000 FT 0.000 FT 0.000 FT 1 2 -
23.000 M 104.000 M 204.000 M 2.000 0.010 0 0 0 0 0 1.193 1.000 1.000 0.850 0 -
1 1 1 0.850 0.900 -0.180
!> END GENERATED DATA BLOCK
INT 0.110284 0.110284 0.115133 0.119145 0.12259 0.125623 0.12834 0.130808 -
0.133073 0.135169 0.137123 0.138954 0.140679 0.142311 0.14386 -0.14386 HEIG -
0 4.57201 5.98955 7.40709 8.82463 10.2422 11.6597 13.0773 14.4948 15.9123 -
17.3299 18.7474 20.165 21.5825 23 23
LOAD 1 LOADTYPE Seismic  TITLE SEISMIC
IBC LOAD Z 1 DEC 1 ACC 0.02
MODAL CALCULATION REQUESTED
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Dead  TITLE DL
FLOOR LOAD
YRANGE 7 7 FLOAD -4 GY
SELFWEIGHT Y -1 
MEMBER LOAD
78 82 86 90 94 98 102 106 110 114 118 228 TO 238 UNI GY -1.5
74 122 227 239 UNI GY -0.75
LOAD 3 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 7 7 FLOAD -20 GY
MEMBER LOAD
78 82 86 90 94 98 102 106 110 114 118 228 TO 238 UNI GY -1.8
74 122 227 239 UNI GY -0.9
LOAD 4 LOADTYPE Wind  TITLE WIND-Z
WIND LOAD Z 1 TYPE 1 YR -1 14 ZR -1 1
MEMBER LOAD
78 82 86 90 94 98 102 106 110 114 118 228 TO 238 UNI Y 0.8
74 122 227 239 UNI Y 0.4
LOAD COMB 5 ULC, 1.4 DEAD
2 1.4 
LOAD COMB 6 ULC, 1.2 DEAD + 1.6 LIVE
2 1.2 3 1.6 
LOAD COMB 7 ULC, 1.2 DEAD + 1 LIVE
2 1.2 3 1.0 
LOAD COMB 8 ULC, 1.2 DEAD + 0.8 WIND
2 1.2 4 0.8 
LOAD COMB 9 ULC, 1.2 DEAD + 1 LIVE + 1.6 WIND
2 1.2 3 1.0 4 1.6 
LOAD COMB 10 ULC, 1.2 DEAD + 1 LIVE + 1 SEISMIC
2 1.2 3 1.0 1 1.0 
LOAD COMB 11 ULC, 1.2 DEAD + 1 LIVE + -1 SEISMIC
2 1.2 3 1.0 1 -1.0 
LOAD COMB 12 ULC, 0.9 DEAD + 1.6 WIND
2 0.9 4 1.6 
LOAD COMB 13 ULC, 0.9 DEAD + 1 SEISMIC
2 0.9 1 1.0 
LOAD COMB 14 ULC, 0.9 DEAD + -1 SEISMIC
2 0.9 1 -1.0 
PERFORM ANALYSIS
DEFINE ENVELOPE
5 TO 14 ENVELOPE 1
END DEFINE ENVELOPE
PRINT MODE SHAPES
PRINT STORY DRIFT
PRINT STORY STIFFNESS
PARAMETER 1
CODE AISC UNIFIED 2016
TRACK 2 MEMB 1 TO 276 285 TO 314
MAIN 1 MEMB 1 74 78 82 86 90 94 98 102 106 110 114 118 122 227 TO 239 273 -
274 TO 276 285 TO 288
TMAIN 1 MEMB 1 74 78 82 86 90 94 98 102 106 110 114 118 122 227 TO 239
UNB 3 MEMB 74 78 82 86 90 94 98 102 106 110 114 118 122 227 TO 239
UNT 3 MEMB 74 78 82 86 90 94 98 102 106 110 114 118 122 227 TO 239
CHECK CODE MEMB 1 TO 276 285 TO 314
FINISH
