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staad pro building design |design of rcc building using staad pro pdf |staad pro residential building design

MULTI-STORIED BUILDING STAAD PRO DESIGN PROCEDURE

LEVEL -1

• column marking in plan & verifying with structural engineer
• Floor beam layout & detail
• creating staad model using layout
• assigning property
• load calculation
• perform analysis

LEVEL -2

• design of members
• support reaction
• output file (pdf)
• 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			200	kg/m2
Roof Slab Load			50	kg/m2
Dead Load
Floor Slab Load
*Self Weight	0.13	2500	325
*Floor Finish			100
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	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 07-Nov-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

304 TO 339 364 TO 399 461 462 464 465 PRIS YD 0.3 ZD 0.45

400 TO 443 PRIS YD 0.23 ZD 0.23

76 TO 100 102 TO 112 114 116 118 TO 130 453 TO 458 PRIS YD 0.38 ZD 0.23

149 TO 156 206 TO 213 263 TO 270 PRIS YD 0.3 ZD 0.23

133 TO 148 157 159 TO 169 171 173 175 TO 178 180 182 184 TO 187 190 TO 205 -

214 216 TO 226 228 230 232 TO 235 237 239 241 TO 244 247 TO 262 271 -

273 TO 283 285 287 289 TO 292 294 296 298 TO 301 PRIS YD 0.45 ZD 0.3

CONSTANTS

MATERIAL CONCRETE ALL

SUPPORTS

1 TO 9 19 TO 38 PINNED

LOAD 1 LOADTYPE None  TITLE LOAD CASE 1

SELFWEIGHT Y -1 

MEMBER LOAD

76 TO 83 85 TO 91 99 102 103 105 107 109 TO 112 114 116 118 TO 120 128 -

129 UNI GY -16.5

133 TO 148 156 159 160 166 TO 169 175 TO 177 185 190 TO 205 213 216 217 223 -

224 TO 226 232 TO 234 242 UNI GY -13

84 92 TO 98 100 130 150 TO 154 157 186 187 207 TO 211 214 243 244 248 TO 254 -

264 TO 268 270 271 281 290 291 299 TO 301 453 TO 458 UNI GY -4

247 255 273 274 282 283 UNI GY -9

FLOOR LOAD

YRANGE 4 20 FLOAD -8.75 GY

YRANGE 4 12 FLOAD -4.75 XRANGE 24.71 27.76  ZRANGE 0 6.63  GY

YRANGE 13 16 FLOAD -10 GY

LOAD 2 LOADTYPE None  TITLE LOAD CASE 2

REPEAT LOAD

1 1.5 

PDELTA ANALYSIS SMALLDELTA

START CONCRETE DESIGN

CODE INDIAN

UNIT MMS NEWTON

CLEAR 40 MEMB 304 TO 339 364 TO 443 461 462 464 465

CLEAR 30 MEMB 76 TO 100 102 TO 112 114 116 118 TO 130 133 TO 157 159 TO 169 -

171 173 175 TO 178 180 182 184 TO 187 190 TO 214 216 TO 226 228 230 -

232 TO 235 237 239 241 TO 244 247 TO 271 273 TO 283 285 287 289 TO 292 294 -

296 298 TO 301 453 TO 458

FC 20 ALL

FYMAIN 500 ALL

FYSEC 500 ALL

TORSION 1 MEMB 76 TO 100 102 TO 112 114 116 118 TO 130 133 TO 157 159 TO 169 -

171 173 175 TO 178 180 182 184 TO 187 190 TO 214 216 TO 226 228 230 -

232 TO 235 237 239 241 TO 244 247 TO 271 273 TO 283 285 287 289 TO 292 294 -

296 298 TO 301 453 TO 458

DESIGN BEAM 76 TO 100 102 TO 112 114 116 118 TO 130 133 TO 157 159 TO 169 -

171 173 175 TO 178 180 182 184 TO 187 190 TO 214 216 TO 226 228 230 -

232 TO 235 237 239 241 TO 244 247 TO 271 273 TO 283 285 287 289 TO 292 294 -

296 298 TO 301 453 TO 458

DESIGN COLUMN 304 TO 339 364 TO 443 461 462 464 465

END CONCRETE DESIGN

UNIT METER MTON

LOAD LIST 1

UNIT METER KG

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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#2 (30' x 50') - Click here

#3 (30' x 24') - Click here

#4 (30' x 60') - Click here

#5 (30' x 70') - Click here

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