STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 15-OCT-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 -1.5 0; 2 0 0 0; 3 0 4.45 0; 4 0 7.22 0; 5 0 -1.5 4.38; 6 0 0 4.38;
7 0 4.45 4.38; 8 0 7.22 4.38; 9 0 -1.5 8.88; 10 0 0 8.88; 11 0 4.45 8.88;
12 0 7.22 8.88; 13 0 -1.5 12.88; 14 0 0 12.88; 15 0 4.45 12.88;
16 0 7.22 12.88; 17 0 4.45 14.43; 18 0 -1.5 15.58; 19 0 0 15.58;
20 0 4.45 15.58; 21 0 7.22 15.58; 22 0 4.45 17.33; 23 0 -1.5 18.33;
24 0 0 18.33; 25 0 4.45 18.33; 26 0 7.22 18.33; 27 2.22 -1.5 0; 28 2.22 0 0;
29 2.22 4.45 0; 30 2.22 7.22 0; 31 2.22 4.45 4.38; 32 2.22 7.22 4.38;
33 2.22 4.45 8.88; 34 2.22 7.22 8.88; 35 2.22 -1.5 12.88; 36 2.22 0 12.88;
37 2.22 4.45 12.88; 38 2.22 7.22 12.88; 39 2.22 4.45 14.43; 40 2.22 -1.5 15.58;
41 2.22 0 15.58; 42 2.22 4.45 15.58; 43 2.22 7.22 15.58; 44 2.22 4.45 17.33;
45 2.22 -1.5 18.33; 46 2.22 0 18.33; 47 2.22 4.45 18.33; 48 2.22 7.22 18.33;
49 5.56 4.45 0; 50 5.56 4.45 1.125; 51 5.56 4.45 4.38; 52 6.9 7.22 0;
53 6.9 -1.5 4.38; 54 6.9 0 4.38; 55 6.9 4.45 4.38; 56 6.9 7.22 4.38;
57 6.9 -1.5 8.88; 58 6.9 0 8.88; 59 6.9 4.45 8.88; 60 6.9 7.22 8.88;
61 6.9 -1.5 12.88; 62 6.9 0 12.88; 63 6.9 4.45 12.88; 64 6.9 7.22 12.88;
65 6.9 -1.5 15.58; 66 6.9 0 15.58; 67 6.9 4.45 15.58; 68 6.9 7.22 15.58;
69 6.9 4.45 18.33; 70 6.9 7.22 18.33; 71 8.71 4.45 0; 72 8.71 4.45 1.125;
73 8.71 4.45 4.38; 74 10 -1.5 0; 75 10 0 0; 76 10 4.45 0; 77 10 7.22 0;
78 10 -1.5 4.38; 79 10 0 4.38; 80 10 4.45 4.38; 81 10 7.22 4.38;
82 10 -1.5 8.88; 83 10 0 8.88; 84 10 4.45 8.88; 85 10 7.22 8.88;
86 10 -1.5 12.88; 87 10 0 12.88; 88 10 4.45 12.88; 89 10 7.22 12.88;
90 10 -1.5 15.58; 91 10 0 15.58; 92 10 4.45 15.58; 93 10 7.22 15.58;
94 10 -1.5 18.33; 95 10 0 18.33; 96 10 4.45 18.33; 97 10 7.22 18.33;
98 0 9.33 0; 99 0 9.33 4.38; 100 0 9.33 8.88; 101 0 9.33 12.88;
102 0 9.33 15.58; 103 0 9.33 18.33; 104 2.22 9.33 0; 105 10 9.33 0;
106 2.22 -1.5 4.38; 107 2.22 0 4.38; 108 2.22 -1.5 8.88; 109 2.22 0 8.88;
MEMBER INCIDENCES
1 2 1; 2 3 2; 3 3 4; 4 6 5; 5 7 6; 6 7 8; 7 10 9; 8 11 10; 9 11 12; 10 14 13;
11 15 14; 12 15 16; 13 19 18; 14 20 19; 15 20 21; 16 24 23; 17 24 25; 18 25 26;
19 28 27; 20 28 29; 21 29 30; 22 36 35; 23 36 37; 24 37 38; 25 41 40; 26 41 42;
27 42 43; 28 46 45; 29 46 47; 30 47 48; 31 54 53; 32 55 54; 33 55 56; 34 58 57;
35 59 58; 36 59 60; 37 62 61; 38 63 62; 39 63 64; 40 66 65; 41 67 66; 42 67 68;
43 75 74; 44 75 76; 45 76 77; 46 79 78; 47 79 80; 48 80 81; 49 83 82; 50 83 84;
51 84 85; 52 87 86; 53 87 88; 54 88 89; 55 91 90; 56 91 92; 57 92 93; 58 95 94;
59 95 96; 60 96 97; 200 3 7; 201 7 11; 202 11 15; 203 15 17; 204 17 20;
205 20 22; 206 22 25; 207 3 29; 208 7 31; 209 11 33; 210 15 37; 211 17 39;
212 22 44; 213 25 47; 214 29 31; 215 31 33; 216 33 37; 217 37 39; 218 39 42;
219 42 44; 220 44 47; 221 29 49; 222 31 51; 223 33 59; 224 37 63; 225 42 67;
226 47 69; 227 49 50; 228 50 51; 229 51 55; 230 55 59; 231 63 59; 232 63 67;
233 69 67; 234 49 71; 235 50 72; 236 55 73; 237 59 84; 238 63 88; 239 67 92;
240 69 96; 241 71 72; 242 72 73; 243 71 76; 244 73 80; 245 76 80; 246 84 80;
247 84 88; 248 88 92; 249 92 96; 300 4 8; 301 8 12; 302 12 16; 303 16 21;
304 21 26; 305 4 30; 306 26 48; 307 30 32; 308 32 34; 309 34 38; 310 38 43;
311 43 48; 312 8 32; 313 60 34; 314 16 38; 315 68 43; 316 30 52; 317 70 48;
318 52 56; 319 56 60; 320 60 64; 321 64 68; 322 68 70; 323 52 77; 324 56 81;
325 85 60; 326 64 89; 327 93 68; 328 70 97; 329 77 81; 330 81 85; 331 85 89;
332 89 93; 333 93 97; 334 4 98; 335 8 99; 336 12 100; 337 16 101; 338 21 102;
339 26 103; 340 30 104; 341 77 105; 342 32 56; 343 38 64; 344 34 12; 345 43 21;
346 107 106; 347 31 107; 348 31 32; 349 109 108; 350 33 109; 351 33 34;
ELEMENT INCIDENCES SHELL
179 3 29 31 7; 180 29 49 51 31; 181 71 76 80 73; 182 7 31 33 11;
183 31 55 59 33; 184 55 80 84 59; 185 11 33 37 15; 186 33 59 63 37;
187 59 84 88 63; 188 15 37 39 17; 189 37 63 67 42; 190 63 88 92 67;
191 22 44 47 25; 192 42 67 69 47; 193 67 92 96 69; 194 50 72 73 51;
START GROUP DEFINITION
ELEMENT
FLOOR
_LL_1W 201 206 208 209 212 213 215 220 241 TO 245
_LL_2W 200 202 203 207 TO 211 214 TO 217 221 TO 224 227 TO 231 235 TO 238 -
242 244 246 247
_DL_1W 201 206 208 209 212 213 215 220 241 TO 245
_DL_2W 200 202 203 207 TO 211 214 TO 233 235 TO 240 242 244 246 TO 249
_LL_2W_C 217 TO 220 224 TO 226 232 233 238 TO 240 248 249
END GROUP DEFINITION
ELEMENT PROPERTY
179 TO 194 THICKNESS 0.25
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
G 9.28141e+06
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER PROPERTY AMERICAN
200 TO 202 207 TO 209 214 TO 226 229 TO 234 236 TO 240 243 TO 248 -
249 PRIS YD 0.35 ZD 0.2
MEMBER PROPERTY AMERICAN
300 TO 333 342 TO 345 PRIS YD 0.3 ZD 0.2
3 6 9 12 15 18 21 24 27 30 45 60 334 TO 341 348 351 PRIS YD 0.45 ZD 0.45
203 TO 206 210 TO 213 227 228 235 241 242 PRIS YD 0.25 ZD 0.2
MEMBER PROPERTY
33 36 39 42 48 51 54 57 PRIS YD 0.3 ZD 0.3
1 2 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 52 53 55 56 58 59 346 347 349 350 PRIS YD 0.6 ZD 0.6
MEMBER RELEASE
204 206 211 212 218 220 227 TO 229 233 TO 235 240 TO 244 308 309 317 318 323 -
328 342 344 START MY MZ
203 205 211 212 214 217 219 221 226 TO 228 234 TO 236 241 242 307 308 312 -
313 316 322 END MY MZ
SUPPORTS
1 5 9 13 18 23 27 35 40 45 53 57 61 65 74 78 82 86 90 94 106 108 FIXED
MEMBER CRACKED
1 TO 60 334 TO 341 REDUCTION RIY 0.7 RIZ 0.7
200 TO 249 300 TO 333 342 TO 345 REDUCTION RIY 0.35 RIZ 0.35
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE DL1
SELFWEIGHT Y -1 
ONEWAY LOAD
_DL_1W ONE -5.89 GY
FLOOR LOAD
_DL_2W FLOAD -5.89 GY
LOAD R2 LOADTYPE Dead  TITLE DL2
ONEWAY LOAD
_DL_1W ONE -2.35 GY
FLOOR LOAD
_DL_2W FLOAD -2.35 GY
MEMBER LOAD
200 TO 210 221 TO 224 227 229 TO 231 234 TO 236 238 242 243 UNI GY -9.45
214 TO 220 UNI GY -9.06
226 240 248 249 UNI GY -0.53
300 TO 333 342 TO 345 UNI GY -0.98
300 TO 305 316 323 UNI GY -6.66
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 0
DIA 2 TYPE RIG HEI 4.45
DIA 3 TYPE RIG HEI 7.22
DIA 4 TYPE RIG HEI 9.33
CHECK SOFT STORY ASCE7
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 NA 1 NV 1.2
LOAD 1 LOADTYPE Seismic-H  TITLE EX
UBC LOAD X 1 DEC 1 ACC 0.05
LOAD 2 LOADTYPE Seismic-H  TITLE EZ
UBC LOAD Z 1 DEC 1 ACC 0.5
LOAD 3 LOADTYPE Dead  TITLE DL1
REFERENCE LOAD
R1 1.0 
LOAD 4 LOADTYPE Dead  TITLE DL2
REFERENCE LOAD
R2 1.0 
LOAD 5 LOADTYPE Live  TITLE LL1
ONEWAY LOAD
_LL_1W ONE -1.9 GY
FLOOR LOAD
_LL_2W FLOAD -1.9 GY
_LL_2W_C FLOAD -4.8 GY
LOAD COMB 101 1.4DL
3 1.4 4 1.4 
LOAD COMB 102 1.2DL + 1.6LL
3 1.4 4 1.4 5 1.6 
LOAD COMB 103 1.2DL + 1.6LL
3 1.2 4 1.2 5 1.6 
* X DIRECTION SEISMIC LOAD COMBO (DIRECT + ORTHOGONAL)
LOAD COMB 112 1.12(DL1 + DL2) + 1.0EX + 0.3EZ
3 1.12 4 1.12 1 1.0 2 0.3 
LOAD COMB 113 1.12(DL1 + DL2) + 1.0EX - 0.3EZ
3 1.12 4 1.12 1 1.0 2 -0.3 
LOAD COMB 114 1.12(DL1 + DL2) - 1.0EX + 0.3EZ
3 1.12 4 1.12 1 -1.0 2 0.3 
LOAD COMB 115 1.12(DL1 + DL2) - 1.0EX - 0.3EZ
3 1.12 4 1.12 1 -1.0 2 -0.3 
* Z DIRECTION SEISMIC LOAD COMBO (DIRECT + ORTHOGONAL)
LOAD COMB 116 1.12(DL1 + DL2) + 1.0EZ + 0.3EX
3 1.12 4 1.12 1 0.3 2 1.0 
LOAD COMB 117 1.12(DL1 + DL2) - 1.0EZ + 0.3EX
3 1.12 4 1.12 1 0.3 2 -1.0 
LOAD COMB 118 1.12(DL1 + DL2) - 1.0EZ - 0.3EX
3 1.12 4 1.12 1 -0.3 2 -1.0 
******************************************************************************
* DRIFT CHECK LOAD COMBINATION
LOAD COMB 201 1.2(DL1 + DL2) + 1.5LL + 1.0EX + 0.3EZ
3 1.2 4 1.2 5 1.5 1 1.0 2 0.3 
LOAD COMB 202 1.2(DL1 + DL2) + 1.5LL + 1.0EX + 0.3EZ
3 1.2 4 1.2 5 1.5 1 1.0 2 -0.3 
LOAD COMB 203 1.2(DL1 + DL2) + 1.5LL - 1.0EX + 0.3EZ
3 1.2 4 1.2 5 1.5 1 -1.0 2 0.3 
LOAD COMB 204 1.2(DL1 + DL2) + 1.5LL - 1.0EX + 0.3EZ
3 1.2 4 1.2 5 1.5 1 -1.0 2 -0.3 
LOAD COMB 205 1.2(DL1 + DL2) + 1.5LL + 1.0EZ + 0.3EX
3 1.2 4 1.2 5 1.5 2 1.0 1 0.3 
LOAD COMB 206 1.2(DL1 + DL2) + 1.5LL + 1.0EZ - 0.3EX
3 1.2 4 1.2 5 1.5 2 1.0 1 -0.3 
LOAD COMB 207 1.2(DL1 + DL2) + 1.5LL - 1.0EZ + 0.3EX
3 1.2 4 1.2 5 1.5 2 -1.0 1 0.3 
LOAD COMB 208 1.2(DL1 + DL2) + 1.5LL - 1.0EZ - 0.3EX
3 1.2 4 1.2 5 1.5 2 -1.0 1 -0.3 
PERFORM ANALYSIS
PRINT STORY DRIFT 0.003360
PRINT CG
PRINT STORY STIFFNESS
PRINT DIA CR
LOAD LIST 1 TO 5 101 TO 103 112 TO 118 201 TO 208
FINISH
