Sample Input file (Reinforced Concrete)

STAAD SPACE 4-STOREY COMMERCIAL BUILDINGINPUT WIDTH 72UNIT METER KNSJOINT COORDINATES1 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. 7.511 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. 7.528 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. 7.543 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. 7.558 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. 7.584 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. 7.5112 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 INCIDENCES1 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 1210 12 8; 11 13 15; 12 15 16; 13 16 17; 14 17 18; 15 18 14; 16 19 2117 21 22; 18 22 23; 19 23 24; 20 24 20; 21 1 7; 22 7 13; 23 13 1924 3 9; 25 9 15; 26 15 21; 27 4 26; 28 10 16; 29 16 22; 30 5 1131 11 17; 32 17 23; 33 6 12; 34 12 18; 35 18 24; 36 2 8; 37 8 1438 14 20; 39 25 5; 40 26 10; 41 27 11; 42 25 27; 43 26 28; 44 1 2945 7 30; 46 13 31; 47 3 32; 48 9 33; 49 15 34; 50 4 35; 51 10 3652 16 37; 53 5 38; 54 11 39; 55 17 40; 56 6 41; 57 12 42; 58 18 4359 2 44; 60 8 45; 61 14 46; 78 47 49; 79 49 50; 80 50 71; 81 51 5282 52 48; 83 53 55; 84 55 56; 85 56 73; 86 57 58; 87 58 54; 88 59 6189 61 62; 90 62 63; 91 63 64; 92 64 60; 93 65 67; 94 67 68; 95 68 6996 69 70; 97 70 66; 98 47 53; 99 53 59; 100 59 65; 101 49 55; 102 55 61

103 61 67; 104 50 72; 105 56 62; 106 62 68; 107 51 57; 108 57 63109 63 69; 110 52 58; 111 58 64; 112 64 70; 113 48 54; 114 54 60115 60 66; 116 71 51; 117 72 56; 118 73 57; 119 71 73; 120 72 74121 47 1; 122 53 7; 123 59 13; 124 49 3; 125 55 9; 126 61 15; 127 50 4128 56 10; 129 62 16; 130 51 5; 131 57 11; 132 63 17; 133 52 6134 58 12; 135 64 18; 136 48 2; 137 54 8; 138 60 14; 155 75 77156 77 78; 157 78 99; 158 79 80; 159 80 76; 160 81 83; 161 83 84162 84 101; 163 85 86; 164 86 82; 165 87 89; 166 89 90; 167 90 91168 91 92; 169 92 88; 170 93 95; 171 95 96; 172 96 97; 173 97 98174 98 94; 175 75 81; 176 81 87; 177 87 93; 178 77 83; 179 83 89180 89 95; 181 78 100; 182 84 90; 183 90 96; 184 79 85; 185 85 91186 91 97; 187 80 86; 188 86 92; 189 92 98; 190 76 82; 191 82 88192 88 94; 193 99 79; 194 100 84; 195 101 85; 196 99 101; 197 100 102198 75 47; 199 81 53; 200 87 59; 201 77 49; 202 83 55; 203 89 61204 78 50; 205 84 56; 206 90 62; 207 79 51; 208 85 57; 209 91 63210 80 52; 211 86 58; 212 92 64; 213 76 48; 214 82 54; 215 88 60232 103 105; 233 105 106; 235 107 108; 236 108 104; 237 109 111238 111 112; 240 113 114; 241 114 110; 242 115 117; 243 117 118244 118 119; 245 119 120; 246 120 116; 247 121 123; 248 123 124249 124 125; 250 125 126; 251 126 122; 252 103 109; 253 109 115254 115 121; 255 105 111; 256 111 117; 257 117 123; 259 112 118260 118 124; 261 107 113; 262 113 119; 263 119 125; 264 108 114265 114 120; 266 120 126; 267 104 110; 268 110 116; 269 116 122275 103 75; 276 109 81; 277 115 87; 278 105 77; 279 111 83; 280 117 89281 106 78; 282 112 84; 283 118 90; 284 107 79; 285 113 85; 286 119 91287 108 80; 288 114 86; 289 120 92; 290 104 76; 291 110 82; 292 116 88308 106 112; 309 112 113; 310 106 107ELEMENT INCIDENCES62 9 7 13 15; 63 15 13 19 21; 64 10 9 15 16; 65 16 15 21 2266 11 10 16 17; 67 17 16 22 23; 68 12 11 17 18; 69 18 17 23 2470 8 12 18 14; 71 14 18 24 20; 72 3 1 7 9; 73 4 3 9 10; 74 6 5 11 1275 2 6 12 8; 76 4 26 28 25; 77 25 27 11 5; 139 55 53 59 61140 61 59 65 67; 141 56 55 61 62; 142 62 61 67 68; 143 57 56 62 63144 63 62 68 69; 145 58 57 63 64; 146 64 63 69 70; 147 54 58 64 60148 60 64 70 66; 149 49 47 53 55; 150 50 49 55 56; 151 52 51 57 58152 48 52 58 54; 153 50 72 74 71; 154 71 73 57 51; 216 83 81 87 89217 89 87 93 95; 218 84 83 89 90; 219 90 89 95 96; 220 85 84 90 91221 91 90 96 97; 222 86 85 91 92; 223 92 91 97 98; 224 82 86 92 88225 88 92 98 94; 226 77 75 81 83; 227 78 77 83 84; 228 80 79 85 86229 76 80 86 82; 230 78 100 102 99; 231 99 101 85 79293 111 109 115 117; 294 117 115 121 123; 295 112 111 117 118296 118 117 123 124; 297 113 112 118 119; 298 119 118 124 125299 114 113 119 120; 300 120 119 125 126; 301 110 114 120 116302 116 120 126 122; 303 105 103 109 111; 304 106 105 111 112305 108 107 113 114; 306 104 108 114 110; 307 107 106 112 113START GROUP DEFINITION_B-1 43 120 197_B-2 42 119 196

_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 266ENDMEMBER PROPERTY AMERICAN_B-1 PRI YD .3 ZD .15_B-2 PRI YD .5 ZD .25_B-3 PRI YD .4 ZD .2_B-4 PRI YD .4 ZD .2_B-5 PRI YD .4 ZD .2_B-6 PRI YD .55 ZD .3_B-7 PRI YD .55 ZD .3

_B-8 PRI YD .55 ZD .3_B-9 PRI YD .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 PRI YD .4 ZD .2_RB-2 PRI YD .4 ZD .2_RB-3 PRI YD .4 ZD .2_RB-4 PRI YD .55 ZD .3_RB-5 PRI YD .55 ZD .3_RB-6 PRI YD .55 ZD .3_RB-7 PRI YD .55 ZD .3_RB-8 PRI YD .55 ZD .3_RB-9 PRI YD .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 PRI YD .5 ZD .25_RCB2 PRI YD .5 ZD .2544 TO 61 121 TO 138 198 TO 215 275 TO 292 PRI YD .45 ZD .45ELEMENT PROPERTY62 TO 77 139 TO 154 216 TO 231 293 TO 307 THICKNESS .15CONSTANTE CONCRETE ALLDENSITY CONCRETE ALLPOISSON CONCRETE ALLSUPPORT29 TO 46 FIXEDDEFINE UBC ACCIDENTAL LOADZONE .4 I 1.25 RWX 10. RWZ 10. S 1.5SELFWEIGHTMEMBER WEIGHT78 TO 82 116 155 TO 159 193 UNI 10.3

83 TO 87 118 160 TO 164 195 UNI 15.388 TO 92 165 TO 169 UNI 7.598 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 16.7100 103 106 109 112 115 177 180 183 186 189 192 UNI 5.3232 233 235 236 310 UNI 8.237 238 240 241 309 UNI 11.7242 TO 246 UNI 7.2247 TO 251 UNI 5.6252 253 267 268 UNI 8.6255 256 259 261 262 264 265 308 UNI 12.9254 269 UNI 3.2257 260 263 266 UNI 2.11 TO 5 39 UNI 11.36 TO 10 41 UNI 16.311 TO 15 UNI 7.516 TO 20 UNI 8.821 22 36 37 UNI 12.24 25 27 28 30 31 33 34 40 UNI 17.723 26 29 32 35 38 UNI 6.3LOAD 1 UBC ALONG X DIRECTIONUBC LOAD X 1.LOAD 2 UBC ALONG Z DIRECTIONUBC LOAD Z 1.LOAD 3 DEAD LOADSELFWEIGHT Y -1.MEMBER LOAD78 TO 82 116 155 TO 159 193 UNI GY -10.383 TO 87 118 160 TO 164 195 UNI GY -15.388 TO 92 165 TO 169 UNI GY -7.598 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 -16.7100 103 106 109 112 115 177 180 183 186 189 192 UNI GY -5.3232 233 235 236 310 UNI GY -8.237 238 240 241 309 UNI GY -11.7242 TO 246 UNI GY -7.2247 TO 251 UNI GY -5.6252 253 267 268 UNI GY -8.6255 256 259 261 262 264 265 308 UNI GY -12.9254 269 UNI GY -3.2257 260 263 266 UNI GY -2.11 TO 5 39 UNI GY -11.36 TO 10 41 UNI GY -16.311 TO 15 UNI GY -7.516 TO 20 UNI GY -8.821 22 36 37 UNI GY -12.

24 25 27 28 30 31 33 34 40 UNI GY -17.723 26 29 32 35 38 UNI GY -6.3LOAD 4 LIVE LOADFLOOR LOADYR 4. 4. FLOAD -2.4 XR 0. 12. ZR 0. 7.5YR 4. 4. FLOAD -4.8 XR 12. 14.5 ZR 0. 4.5YR 4. 4. FLOAD -2.4 XR 18. 30. ZR 0. 7.5YR 4. 4. FLOAD -4.8 XR 0. 30. ZR 7.5 9.5YR 4. 4. FLOAD -2.4 XR 0. 30. ZR 9.5 15.YR 7. 7. FLOAD -2.4 XR 0. 12. ZR 0. 7.5YR 7. 7. FLOAD -4.8 XR 12. 14.5 ZR 0. 4.5YR 7. 7. FLOAD -2.4 XR 18. 30. ZR 0. 7.5YR 7. 7. FLOAD -4.8 XR 0. 30. ZR 7.5 9.5YR 7. 7. FLOAD -2.4 XR 0. 30. ZR 9.5 15.YR 10. 10. FLOAD -2.4 XR 0. 12. ZR 0. 7.5YR 10. 10. FLOAD -4.8 XR 12. 14.5 ZR 0. 4.5YR 10. 10. FLOAD -2.4 XR 18. 30. ZR 0. 7.5YR 10. 10. FLOAD -4.8 XR 0. 30. ZR 7.5 9.5YR 10. 10. FLOAD -2.4 XR 0. 30. ZR 9.5 15.YR 13. 13. FLOAD -2. XR 0. 30. ZR 0. 15.AREA LOAD30 42 107 119 184 196 ALOAD -4.811 TO 20 88 TO 97 165 TO 174 ALOAD -2.4242 TO 251 ALOAD -2.LOAD COMB 5 1.4DL + 1.7LL3 1.4 4 1.7LOAD COMB 6 .75( 1.4DL + 1.7LL + 1.87UBCX)1 1.402 3 1.05 4 1.275LOAD COMB 7 .9DL + 1.43UBCX1 1.43 3 .9LOAD COMB 8 .75( 1.4DL + 1.7LL + 1.87UBCZ)2 1.402 3 1.05 4 1.275LOAD COMB 9 .9DL + 1.43UBCZ2 1.43 3 .9PERFORM ANALYSISLOAD LIST 5 TO 9START CONCRETE DESIGNCODE ACIFYMAIN 2.76E5 ALLFYSEC 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 310FC 27600. ALLMINMAIN 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 310MAXMAIN 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 310DESIGN BEAM 1 TO 43 78 TO 120 155 TO 197 232 233 235 TO 238 -240 TO 257 259 TO 269 308 TO 310

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 308DESIGN ELEMENT 62 TO 77 139 TO 154 216 TO 231 293 TO 307CONCRETE TAKE OFFEND CONCRETE DESIGNPRINT SUPPORT REACTIONSFINISH