STAADPRO SAMPLE

24. Sample Input file (ReinforcedConcrete)
STAADSPACE4-STOREY COMMERCIAL BUILDING
INPUT WIDTH 72
UNIT METER KNS
JOINTCOORDINATES
1 0. 4. 0.; 2 30. 4. 0.; 3 6. 4. 0.; 4 12. 4. 0.; 5 18. 4. 0.
6 24. 4. 0.; 7 0. 4. 7.5; 8 30. 4. 7.5; 9 6. 4. 7.5; 10 12. 4. 7.5
11 18. 4. 7.5; 12 24. 4. 7.5; 13 0. 4. 15.; 14 30. 4. 15.; 15 6. 4. 15.
16 12. 4. 15.; 17 18. 4. 15.; 18 24. 4. 15.; 19 0. 4. 17.
20 30. 4. 17.; 21 6. 4. 17.; 22 12. 4. 17.; 23 18. 4. 17.
24 24. 4. 17.; 25 14.5 4. 0.; 26 12. 4. 4.5; 27 14.5 4. 7.5
28 14.5 4. 4.5; 29 0. 0. 0.; 30 0. 0. 7.5; 31 0. 0. 15.; 32 6. 0. 0.
33 6. 0. 7.5; 34 6. 0. 15.; 35 12. 0. 0.; 36 12. 0. 7.5; 37 12. 0. 15.
38 18. 0. 0.; 39 18. 0. 7.5; 40 18. 0. 15.; 41 24. 0. 0.; 42 24. 0. 7.5
43 24. 0. 15.; 44 30. 0. 0.; 45 30. 0. 7.5; 46 30. 0. 15.; 47 0. 7. 0.
48 30. 7. 0.; 49 6. 7. 0.; 50 12. 7. 0.; 51 18. 7. 0.; 52 24. 7. 0.
53 0. 7. 7.5; 54 30. 7. 7.5; 55 6. 7. 7.5; 56 12. 7. 7.5; 57 18. 7. 7.5
58 24. 7. 7.5; 59 0. 7. 15.; 60 30. 7. 15.; 61 6. 7. 15.; 62 12. 7. 15.
63 18. 7. 15.; 64 24. 7. 15.; 65 0. 7. 17.; 66 30. 7. 17.; 67 6. 7. 17.
68 12. 7. 17.; 69 18. 7. 17.; 70 24. 7. 17.; 71 14.5 7. 0.
72 12. 7. 4.5; 73 14.5 7. 7.5; 74 14.5 7. 4.5; 75 0. 10. 0.
76 30. 10. 0.; 77 6. 10. 0.; 78 12. 10. 0.; 79 18. 10. 0.
80 24. 10. 0.; 81 0. 10. 7.5; 82 30. 10. 7.5; 83 6. 10. 7.5
84 12. 10. 7.5; 85 18. 10. 7.5; 86 24. 10. 7.5; 87 0. 10. 15.
88 30. 10. 15.; 89 6. 10. 15.; 90 12. 10. 15.; 91 18. 10. 15.
92 24. 10. 15.; 93 0. 10. 17.; 94 30. 10. 17.; 95 6. 10. 17.
96 12. 10. 17.; 97 18. 10. 17.; 98 24. 10. 17.; 99 14.5 10. 0.
100 12. 10. 4.5; 101 14.5 10. 7.5; 102 14.5 10. 4.5; 103 0. 13. 0.
104 30. 13. 0.; 105 6. 13. 0.; 106 12. 13. 0.; 107 18. 13. 0.
108 24. 13. 0.; 109 0. 13. 7.5; 110 30. 13. 7.5; 111 6. 13. 7.5
112 12. 13. 7.5; 113 18. 13. 7.5; 114 24. 13. 7.5; 115 0. 13. 15.
116 30. 13. 15.; 117 6. 13. 15.; 118 12. 13. 15.; 119 18. 13. 15.
120 24. 13. 15.; 121 0. 13. 17.; 122 30. 13. 17.; 123 6. 13. 17.
124 12. 13. 17.; 125 18. 13. 17.; 126 24. 13. 17.
MEMBER INCIDENCES
1 1 3; 2 3 4; 3 4 25; 4 5 6; 5 6 2; 6 7 9; 7 9 10; 8 10 27; 9 11 12
10 12 8; 11 13 15; 12 15 16; 13 16 17; 14 17 18; 15 18 14; 16 19 21
17 21 22; 18 22 23; 19 23 24; 20 24 20; 21 1 7; 22 7 13; 23 13 19
24 3 9; 25 9 15; 26 15 21; 27 4 26; 28 10 16; 29 16 22; 30 5 11
31 11 17; 32 17 23; 33 6 12; 34 12 18; 35 18 24; 36 2 8; 37 8 14
38 14 20; 39 25 5; 40 26 10; 41 27 11; 42 25 27; 43 26 28; 44 1 29
45 7 30; 46 13 31; 47 3 32; 48 9 33; 49 15 34; 50 4 35; 51 10 36
52 16 37; 53 5 38; 54 11 39; 55 17 40; 56 6 41; 57 12 42; 58 18 43
59 2 44; 60 8 45; 61 14 46; 78 47 49; 79 49 50; 80 50 71; 81 51 52
82 52 48; 83 53 55; 84 55 56; 85 56 73; 86 57 58; 87 58 54; 88 59 61
89 61 62; 90 62 63; 91 63 64; 92 64 60; 93 65 67; 94 67 68; 95 68 69
96 69 70; 97 70 66; 98 47 53; 99 53 59; 100 59 65; 101 49 55; 102 55 61

25. 103 61 67; 104 50 72; 105 56 62; 106 62 68; 107 51 57; 108 57 63
109 63 69; 110 52 58; 111 58 64; 112 64 70; 113 48 54; 114 54 60
115 60 66; 116 71 51; 117 72 56; 118 73 57; 119 71 73; 120 72 74
121 47 1; 122 53 7; 123 59 13; 124 49 3; 125 55 9; 126 61 15; 127 50 4
128 56 10; 129 62 16; 130 51 5; 131 57 11; 132 63 17; 133 52 6
134 58 12; 135 64 18; 136 48 2; 137 54 8; 138 60 14; 155 75 77
156 77 78; 157 78 99; 158 79 80; 159 80 76; 160 81 83; 161 83 84
162 84 101; 163 85 86; 164 86 82; 165 87 89; 166 89 90; 167 90 91
168 91 92; 169 92 88; 170 93 95; 171 95 96; 172 96 97; 173 97 98
174 98 94; 175 75 81; 176 81 87; 177 87 93; 178 77 83; 179 83 89
180 89 95; 181 78 100; 182 84 90; 183 90 96; 184 79 85; 185 85 91
186 91 97; 187 80 86; 188 86 92; 189 92 98; 190 76 82; 191 82 88
192 88 94; 193 99 79; 194 100 84; 195 101 85; 196 99 101; 197 100 102
198 75 47; 199 81 53; 200 87 59; 201 77 49; 202 83 55; 203 89 61
204 78 50; 205 84 56; 206 90 62; 207 79 51; 208 85 57; 209 91 63
210 80 52; 211 86 58; 212 92 64; 213 76 48; 214 82 54; 215 88 60
232 103 105; 233 105 106; 235 107 108; 236 108 104; 237 109 111
238 111 112; 240 113 114; 241 114 110; 242 115 117; 243 117 118
244 118 119; 245 119 120; 246 120 116; 247 121 123; 248 123 124
249 124 125; 250 125 126; 251 126 122; 252 103 109; 253 109 115
254 115 121; 255 105 111; 256 111 117; 257 117 123; 259 112 118
260 118 124; 261 107 113; 262 113 119; 263 119 125; 264 108 114
265 114 120; 266 120 126; 267 104 110; 268 110 116; 269 116 122
275 103 75; 276 109 81; 277 115 87; 278 105 77; 279 111 83; 280 117 89
281 106 78; 282 112 84; 283 118 90; 284 107 79; 285 113 85; 286 119 91
287 108 80; 288 114 86; 289 120 92; 290 104 76; 291 110 82; 292 116 88
308 106 112; 309 112 113; 310 106 107
ELEMENT INCIDENCES
62 9 7 13 15; 63 15 13 19 21; 64 10 9 15 16; 65 16 15 21 22
66 11 10 16 17; 67 17 16 22 23; 68 12 11 17 18; 69 18 17 23 24
70 8 12 18 14; 71 14 18 24 20; 72 3 1 7 9; 73 4 3 9 10; 74 6 5 11 12
75 2 6 12 8; 76 4 26 28 25; 77 25 27 11 5; 139 55 53 59 61
140 61 59 65 67; 141 56 55 61 62; 142 62 61 67 68; 143 57 56 62 63
144 63 62 68 69; 145 58 57 63 64; 146 64 63 69 70; 147 54 58 64 60
148 60 64 70 66; 149 49 47 53 55; 150 50 49 55 56; 151 52 51 57 58
152 48 52 58 54; 153 50 72 74 71; 154 71 73 57 51; 216 83 81 87 89
217 89 87 93 95; 218 84 83 89 90; 219 90 89 95 96; 220 85 84 90 91
221 91 90 96 97; 222 86 85 91 92; 223 92 91 97 98; 224 82 86 92 88
225 88 92 98 94; 226 77 75 81 83; 227 78 77 83 84; 228 80 79 85 86
229 76 80 86 82; 230 78 100 102 99; 231 99 101 85 79
293 111 109 115 117; 294 117 115 121 123; 295 112 111 117 118
296 118 117 123 124; 297 113 112 118 119; 298 119 118 124 125
299 114 113 119 120; 300 120 119 125 126; 301 110 114 120 116
302 116 120 126 122; 303 105 103 109 111; 304 106 105 111 112
305 108 107 113 114; 306 104 108 114 110; 307 107 106 112 113
START GROUP DEFINITION
_B-1 43 120 197
_B-2 42 119 196

26. _B-3 16 20 93 97 170 174
_B-4 17 19 94 96 171 173
_B-5 18 95 172
_B-6 1 5 78 82 155 159
_B-7 2 4 79 81 156 158
_B-8 3 39 80 116 157 193
_B-9 6 10 83 87 160 164
_B-10 7 9 84 86 161 163
_B-11 8 41 85 118 162 195
_B-12 11 15 88 92 165 169
_B-13 12 14 89 91 166 168
_B-14 13 90 167
_B-15 22 37 99 114 176 191
_B-16 21 36 98 113 175 190
_B-17 25 34 102 111 179 188
_B-18 24 33 101 110 178 187
_B-19 28 31 105 108 182 185
_B-20 27 30 40 104 107 117 181 184 194
_CB-1 23 38 100 115 177 192
_CB-2 26 35 103 112 180 189
_CB-3 29 32 106 109 183 186
_RB-1 247 251
_RB-2 248 250
_RB-3 249
_RB-4 232 236
_RB-5 233 235
_RB-6 310
_RB-7 237 241
_RB-8 238 240
_RB-9 309
_RB-10 242 246
_RB-11 243 245
_RB-12 244
_RB-13 253 268
_RB-14 252 267
_RB-15 256 259 262 265
_RB-16 255 261 264 308
_RCB1 254 269
_RCB2 257 260 263 266
END
MEMBER PROPERTYAMERICAN
_B-1 PRIYD .3 ZD .15
_B-2 PRI YD .5 ZD .25
_B-3 PRIYD .4 ZD .2
_B-4 PRIYD .4 ZD .2
_B-5 PRIYD .4 ZD .2
_B-6 PRIYD .55 ZD .3
_B-7 PRIYD .55 ZD .3

27. _B-8 PRIYD .55 ZD .3
_B-9 PRIYD .55 ZD .3
_B-10 PRI YD .55 ZD .3
_B-11 PRI YD .55 ZD .3
_B-12 PRI YD .55 ZD .3
_B-13 PRI YD .55 ZD .3
_B-14 PRI YD .55 ZD .3
_B-15 PRI YD .5 ZD .25
_B-16 PRI YD .5 ZD .25
_B-17 PRI YD .5 ZD .25
_B-18 PRI YD .5 ZD .25
_B-19 PRI YD .5 ZD .25
_B-20 PRI YD .5 ZD .25
_CB-1 PRI YD .5 ZD .25
_CB-2 PRI YD .5 ZD .25
_CB-3 PRI YD .5 ZD .25
_RB-1 PRIYD .4 ZD .2
_RB-2 PRIYD .4 ZD .2
_RB-3 PRIYD .4 ZD .2
_RB-4 PRIYD .55 ZD .3
_RB-5 PRIYD .55 ZD .3
_RB-6 PRIYD .55 ZD .3
_RB-7 PRIYD .55 ZD .3
_RB-8 PRIYD .55 ZD .3
_RB-9 PRIYD .55 ZD .3
_RB-10 PRI YD .55 ZD .3
_RB-11 PRI YD .55 ZD .3
_RB-12 PRI YD .55 ZD .3
_RB-13 PRI YD .5 ZD .25
_RB-14 PRI YD .5 ZD .25
_RB-15 PRI YD .5 ZD .25
_RB-16 PRI YD .5 ZD .25
_RCB1 PRIYD .5 ZD .25
_RCB2 PRIYD .5 ZD .25
44 TO 61 121 TO 138 198 TO 215 275 TO 292 PRIYD .45 ZD .45
ELEMENT PROPERTY
62 TO 77 139 TO 154 216 TO 231 293 TO 307 THICKNESS.15
CONSTANT
E CONCRETE ALL
DENSITY CONCRETEALL
POISSON CONCRETEALL
SUPPORT
29 TO 46 FIXED
DEFINE UBC ACCIDENTALLOAD
ZONE .4 I 1.25 RWX 10. RWZ 10. S 1.5
SELFWEIGHT
MEMBER WEIGHT
78 TO 82 116 155 TO 159 193 UNI 10.3

28. 83 TO 87 118 160 TO 164 195 UNI 15.3
88 TO 92 165 TO 169 UNI 7.5
98 99 113 114 175 176 190 191 UNI 11.
101 102 104 105 107 108 110 111 117 178 179 181 182 184 185 187 188 -
194 UNI 16.7
100 103 106 109 112 115 177 180 183 186 189 192 UNI5.3
232 233 235 236 310 UNI 8.
237 238 240 241 309 UNI 11.7
242 TO 246 UNI 7.2
247 TO 251 UNI 5.6
252 253 267 268 UNI8.6
255 256 259 261 262 264 265 308 UNI 12.9
254 269 UNI 3.2
257 260 263 266 UNI2.1
1 TO 5 39 UNI 11.3
6 TO 10 41 UNI 16.3
11 TO 15 UNI7.5
16 TO 20 UNI8.8
21 22 36 37 UNI 12.
24 25 27 28 30 31 33 34 40 UNI 17.7
23 26 29 32 35 38 UNI 6.3
LOAD 1 UBC ALONGX DIRECTION
UBC LOADX 1.
LOAD 2 UBC ALONGZ DIRECTION
UBC LOADZ 1.
LOAD 3 DEAD LOAD
SELFWEIGHT Y -1.
MEMBER LOAD
78 TO 82 116 155 TO 159 193 UNI GY -10.3
83 TO 87 118 160 TO 164 195 UNI GY -15.3
88 TO 92 165 TO 169 UNI GY -7.5
98 99 113 114 175 176 190 191 UNI GY -11.
101 102 104 105 107 108 110 111 117 178 179 181 182 184 185 187 188 -
194 UNI GY -16.7
100 103 106 109 112 115 177 180 183 186 189 192 UNIGY -5.3
232 233 235 236 310 UNI GY -8.
237 238 240 241 309 UNI GY -11.7
242 TO 246 UNI GY -7.2
247 TO 251 UNI GY -5.6
252 253 267 268 UNIGY -8.6
255 256 259 261 262 264 265 308 UNI GY -12.9
254 269 UNI GY -3.2
257 260 263 266 UNIGY -2.1
1 TO 5 39 UNI GY -11.3
6 TO 10 41 UNI GY -16.3
11 TO 15 UNIGY -7.5
16 TO 20 UNIGY -8.8
21 22 36 37 UNI GY -12.

29. 24 25 27 28 30 31 33 34 40 UNI GY -17.7
23 26 29 32 35 38 UNI GY -6.3
LOAD 4 LIVE LOAD
FLOOR LOAD
YR 4. 4. FLOAD -2.4 XR 0. 12. ZR 0. 7.5
YR 4. 4. FLOAD -4.8 XR 12. 14.5 ZR 0. 4.5
YR 4. 4. FLOAD -2.4 XR 18. 30. ZR 0. 7.5
YR 4. 4. FLOAD -4.8 XR 0. 30. ZR 7.5 9.5
YR 4. 4. FLOAD -2.4 XR 0. 30. ZR 9.5 15.
YR 7. 7. FLOAD -2.4 XR 0. 12. ZR 0. 7.5
YR 7. 7. FLOAD -4.8 XR 12. 14.5 ZR 0. 4.5
YR 7. 7. FLOAD -2.4 XR 18. 30. ZR 0. 7.5
YR 7. 7. FLOAD -4.8 XR 0. 30. ZR 7.5 9.5
YR 7. 7. FLOAD -2.4 XR 0. 30. ZR 9.5 15.
YR 10. 10. FLOAD -2.4 XR 0. 12. ZR 0. 7.5
YR 10. 10. FLOAD -4.8 XR 12. 14.5 ZR 0. 4.5
YR 10. 10. FLOAD -2.4 XR 18. 30. ZR 0. 7.5
YR 10. 10. FLOAD -4.8 XR 0. 30. ZR 7.5 9.5
YR 10. 10. FLOAD -2.4 XR 0. 30. ZR 9.5 15.
YR 13. 13. FLOAD -2. XR 0. 30. ZR 0. 15.
AREA LOAD
30 42 107 119 184 196 ALOAD-4.8
11 TO 20 88 TO 97 165 TO 174 ALOAD-2.4
242 TO 251 ALOAD -2.
LOAD COMB 5 1.4DL + 1.7LL
3 1.4 4 1.7
LOAD COMB 6 .75( 1.4DL + 1.7LL + 1.87UBCX)
1 1.402 3 1.05 4 1.275
LOAD COMB 7 .9DL + 1.43UBCX
1 1.43 3 .9
LOAD COMB 8 .75( 1.4DL + 1.7LL + 1.87UBCZ)
2 1.402 3 1.05 4 1.275
LOAD COMB 9 .9DL + 1.43UBCZ
2 1.43 3 .9
PERFORMANALYSIS
LOAD LIST 5 TO 9
START CONCRETEDESIGN
CODE ACI
FYMAIN 2.76E5 ALL
FYSEC 2.76E5 MEMB 1 TO 61 78 TO 138 155 TO 215 232 233 235 TO 238 -
240 TO 257 259 TO 269 275 TO 292 308 TO 310
FC 27600. ALL
MINMAIN 25. MEMB 1 TO 61 78 TO 138 155 TO 215 232 233 235 TO 238 -
240 TO 257 259 TO 269 275 TO 292 308 TO 310
MAXMAIN 25. MEMB 1 TO 61 78 TO 138 155 TO 215 232 233 235 TO 238 -
240 TO 257 259 TO 269 275 TO 292 308 TO 310
DESIGN BEAM1 TO 43 78 TO 120 155 TO 197 232 233 235 TO 238 -
240 TO 257 259 TO 269 308 TO 310

30. DESIGN COLUMN 21 TO 38 40 44 TO 61 98 TO 115 117 121 TO 138 -
175 TO 192 194 198 TO 215 252 TO 257 259 TO 269 275 TO 292 308
DESIGN ELEMENT 62 TO 77 139 TO 154 216 TO 231 293 TO 307
CONCRETE TAKEOFF
END CONCRETE DESIGN
PRINTSUPPORT REACTIONS
FINISH