structural design software |structural engineering software |staad pro software used for |structural engineering design software
structural design software |structural engineering software |staad pro software used for |structural engineering design software
staad pro building design
- column marking in Architectural plan
- Floor beam layout & detail
- creating a staad model using layout
- assigning property
- load calculation
- perform analysis
- design of members
- support reaction
- output file & grouping
- grouping the area of steel
- detailing of structure based on staad
LOAD CALCULATION
STAAD INPUT FILE
ELEMENT INCIDENCES SHELL
316 49 67 69 51; 317 78 96 98 80; 318 107 125 127 109;
UNIT METER KG
ELEMENT PROPERTY
316 TO 318 THICKNESS 0.15
UNIT METER KN
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
259 TO 274 PRIS YD 0.75 ZD 0.34
235 TO 250 255 TO 258 275 TO 278 283 TO 286 295 TO 302 334 338 -
371 PRIS YD 0.45 ZD 0.3
291 TO 294 332 339 PRIS YD 0.3 ZD 0.5
279 TO 282 287 TO 290 335 TO 337 340 PRIS YD 0.34 ZD 0.23
121 122 155 160 161 194 199 200 233 PRIS YD 0.7 ZD 0.34
123 124 126 128 129 162 163 165 167 168 201 202 204 206 207 319 321 -
327 PRIS YD 0.55 ZD 0.3
118 TO 120 125 130 TO 141 146 152 TO 154 156 TO 159 164 169 TO 180 185 191 -
192 TO 193 195 TO 198 203 208 TO 219 224 230 TO 232 234 320 322 TO 324 328 -
329 TO 330 PRIS YD 0.45 ZD 0.23
350 TO 355 365 TO 370 PRIS YD 0.45 ZD 0.23
142 TO 144 149 TO 151 181 TO 183 188 TO 190 220 TO 222 227 TO 229 325 326 -
356 TO 364 PRIS YD 0.9 ZD 0.3
303 TO 314 331 333 PRIS YD 0.34 ZD 0.75
79 TO 87 89 TO 105 107 113 TO 117 PRIS YD 0.38 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 19 PINNED
LOAD 1 LOADTYPE None TITLE DEAD & LIVE
SELFWEIGHT Y -1
MEMBER LOAD
79 TO 81 85 86 89 TO 91 93 TO 105 107 113 TO 115 UNI GY -15.8
118 TO 120 124 125 130 132 TO 144 146 152 TO 154 157 TO 159 163 164 169 171 -
172 TO 183 185 191 TO 193 UNI GY -13.5
196 TO 198 208 210 TO 216 221 224 230 321 324 TO 330 334 UNI GY -4
149 151 188 190 202 203 207 217 TO 220 222 227 229 319 320 322 323 -
356 TO 358 362 TO 364 UNI GY -8
350 TO 355 UNI GY -7.84532
UNIT METER KG
FLOOR LOAD
YRANGE 3 10 FLOAD -775 GY
YRANGE 11 15 FLOAD -875 GY
UNIT METER KN
LOAD 2 LOADTYPE None TITLE COMB
REPEAT LOAD
1 1.5
PDELTA ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 40 MEMB 235 TO 250 255 TO 314 331 TO 340 371
CLEAR 30 MEMB 79 TO 87 89 TO 105 107 113 TO 126 128 TO 144 146 149 TO 165 -
167 TO 183 185 188 TO 204 206 TO 222 224 227 TO 234 319 TO 330 350 TO 370
FC 25 MEMB 235 TO 250 255 TO 314 331 TO 340 371
FC 20 MEMB 79 TO 87 89 TO 105 107 113 TO 126 128 TO 144 146 152 TO 165 167 -
168 TO 183 185 191 TO 204 206 TO 222 224 230 TO 234 319 TO 330 350 TO 355 -
365 TO 370
FYMAIN 500 ALL
FYSEC 500 ALL
TORSION 1 MEMB 79 TO 87 89 TO 105 107 113 TO 126 128 TO 144 146 149 TO 165 -
167 TO 183 185 188 TO 204 206 TO 222 224 227 TO 234 319 TO 330 350 TO 370
FC 25 MEMB 235 TO 250 255 TO 314 331 TO 340 371
DESIGN BEAM 79 TO 87 89 TO 105 107 113 TO 126 128 TO 144 146 149 TO 165 167 -
168 TO 183 185 188 TO 204 206 TO 222 224 227 TO 234 319 TO 330 350 TO 370
FC 25 MEMB 235 TO 250 255 TO 314 331 TO 340 371
DESIGN COLUMN 235 TO 250 255 TO 314 331 TO 340 371
END CONCRETE DESIGN
UNIT METER MTON
LOAD LIST 1
PRINT SUPPORT REACTION
UNIT METER KG
PRINT SUPPORT REACTION
FINISH
EPIC
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