staad pro building design |design of multistorey building using staad pro

staad pro building design |design of multistorey building using staad pro|staad pro building design |design of multistorey building using staad pro

staad pro building design |design of a multistorey building using staad pro

MULTI-STORIED BUILDING STAAD PRO DESIGN PROCEDURE

• column marking in plan
• Floor beam layout
• creating staad model
• assigning property
• load calculation
• perform analysis
• design of members
• support reaction
• output file
• grouping the area of steel 
• detailing of structure based on staad

SCROLL DOWN & DOWNLOAD STAAD FILE 

LOAD CALCULATION

..
Live Load
Floor Slab Load			200	kg/m2
Toilet Slab Load			100	kg/m2
Roof Slab Load			100	kg/m2
Dead Load
Floor Slab Load
*Self Weight	0.13	2500	325
*Floor Finish			150
			475	kg/m2
Sunken Slab Load
*Self Weight	0.3	2500	750
*Filling	0.3	1900	570
*Partition & Floor Finish			100
Roof Slab Load
*Self Weight	0.13	2500	325	kg/m2
Wall Load
*Grade Beam
230 mm thk wall	3	1920	5760	kg/m
*Floor Beam
230 mm thk wall	3.5	1920	5760	kg/m
*Roof Beam
230 mm thk wall	1.3	1920	2496	kg/m

STAAD INPUT FILE

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 03-Sep-17
END JOB INFORMATION
INPUT WIDTH 79-
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 AMERICAN
202 TO 205 214 TO 217 242 TO 245 250 TO 253 258 TO 261 365 -
368 PRIS YD 0.45 ZD 0.23
198 TO 201 206 TO 213 218 TO 233 262 TO 265 364 366 367 369 TO 371 -
372 PRIS YD 0.23 ZD 0.45
86 TO 89 91 TO 102 104 TO 113 266 267 PRIS YD 0.34 ZD 0.23
114 TO 117 119 TO 130 132 TO 145 147 TO 158 160 TO 173 175 TO 186 188 TO 197 -
268 TO 313 332 TO 344 349 TO 355 362 363 393 TO 402 PRIS YD 0.45 ZD 0.23
UNIT METER KG
MEMBER PROPERTY
234 TO 237 373 PRIS YD 0.45 ZD 0.3
238 TO 241 246 TO 249 254 TO 257 374 PRIS YD 0.3 ZD 0.45
UNIT METER KN
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 5 TO 7 11 TO 13 22 24 26 30 32 36 39 42 45 48 PINNED
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
SELFWEIGHT Y -1 
MEMBER LOAD
86 87 94 98 100 TO 102 105 TO 115 122 125 126 128 TO 130 133 TO 143 150 153 -
154 156 TO 158 161 TO 171 182 184 TO 186 189 196 197 266 271 274 282 294 -
300 302 312 332 401 UNI GY -13
116 117 119 TO 121 127 144 145 147 TO 149 151 152 155 160 172 173 176 177 -
183 270 273 276 277 280 284 286 288 289 292 296 298 301 303 TO 311 -
333 TO 337 402 UNI GY -7.5
178 181 190 TO 195 283 295 338 339 343 344 349 351 TO 353 355 362 363 393 -
399 UNI GY -4
FLOOR LOAD
YRANGE 2 6 FLOAD -4.75 XRANGE 2.19 3.69  ZRANGE 0 2.39  GY
YRANGE 2 6 FLOAD -4.75 XRANGE 0.94 3.04  ZRANGE 10.91 12.71  GY
YRANGE 6 9 FLOAD -4.75 XRANGE 2.19 3.69  ZRANGE 0 2.1  GY
YRANGE 6 9 FLOAD -4.75 XRANGE 1.54 3.54  ZRANGE 16.39 18.19  GY
YRANGE 6 9 FLOAD -4.75 XRANGE 5.39 7.39  ZRANGE 16.39 18.19  GY
YRANGE 10 12 FLOAD -4.75 XRANGE 2.19 3.69  ZRANGE 0 2.1  GY
YRANGE 3 15 FLOAD -7.35499 GY
LOAD 2 LOADTYPE None  TITLE LOAD CASE 2
REPEAT LOAD
1 1.5 
UNIT MMS NEWTON
PDELTA ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
CLEAR 40 MEMB 198 TO 265 364 TO 374
CLEAR 30 MEMB 86 TO 89 91 TO 102 104 TO 117 119 TO 130 132 TO 145 147 TO 158 -
160 TO 173 175 TO 186 188 TO 197 266 TO 313 332 TO 344 349 TO 355 362 363 -
393 TO 402
FC 20 ALL
FYMAIN 500 ALL
TORSION 1 MEMB 86 TO 89 91 TO 102 104 TO 117 119 TO 130 132 TO 145 -
147 TO 158 160 TO 173 175 TO 186 188 TO 197 266 TO 313 332 TO 344 -
349 TO 355 362 363 393 TO 402
DESIGN BEAM 86 TO 89 91 TO 102 104 TO 117 119 TO 130 132 TO 145 147 TO 158 -
160 TO 173 175 TO 186 188 TO 197 266 TO 313 332 TO 344 349 TO 355 362 363 -
393 TO 402
DESIGN COLUMN 198 TO 265 364 TO 374
END CONCRETE DESIGN
UNIT METER MTON
LOAD LIST 1
PRINT SUPPORT REACTION
FINISH

STAAD PRO FILE DOWNLOAD  -CLICK HERE

ABOVE BUILDING COMPLETE SET DOWNLOAD

• FLOOR PLAN AUTOCAD
• STAAD PRO FILE
• STRUCTURAL DRAWING

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RESIDENTIAL PLAN

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