Warehouse staad pro building design |design of Warehouse building using staad pro

Warehouse staad pro building design |design of Warehouse building using staad pro 

MULTI-STORIED BUILDING STAAD PRO DESIGN PROCEDURE

LEVEL -1

• column marking in plan 
• Floor beam layout and detail
• creating staad model using layout
• assigning property
• load calculation
• perform analysis

LEVEL -2

• design of members
• support reaction
• output file & grouping
• grouping the area of steel 
• detailing of structure based on staad

SCROLL DOWN & DOWNLOAD STAAD FILE 

LOAD CALCULATION

..
Live Load
Floor Slab Load			400	kg/m2
Toilet Slab Load			200	kg/m2
Roof Slab Load			100	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

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

13 TO 32 47 48 52 TO 56 PRIS YD 0.38 ZD 0.23

310 311 410 411 PRIS YD 0.45 ZD 0.3

204 TO 206 301 TO 309 312 TO 336 401 TO 409 412 TO 436 501 TO 503 -

504 PRIS YD 0.38 ZD 0.23

201 TO 203 207 TO 227 PRIS YD 0.3 ZD 0.23

UNIT METER KG

MEMBER PROPERTY AMERICAN

1 TO 12 41 TO 46 49 TO 51 PRIS YD 0.23 ZD 0.23

MEMBER PROPERTY

33 TO 40 PRIS YD 0.38 ZD 0.3

UNIT METER KN

CONSTANTS

MATERIAL CONCRETE ALL

SUPPORTS

1 TO 26 FIXED

LOAD 1 LOADTYPE None  TITLE DEAD & LIVE

SELFWEIGHT Y -1 

MEMBER LOAD

201 TO 227 301 305 309 314 TO 334 336 UNI GY -13.5

401 405 409 413 415 TO 424 426 TO 428 430 TO 436 501 TO 504 UNI GY -4

312 314 334 335 412 414 425 429 UNI GY -8

FLOOR LOAD

YRANGE 3 10 FLOAD -6.25 GY

LOAD 2 LOADTYPE None  TITLE COMB

REPEAT LOAD

1 1.5 

PDELTA ANALYSIS

START CONCRETE DESIGN

CODE INDIAN

UNIT MMS NEWTON

CLEAR 40 MEMB 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 44 -

47 49 52 55

CLEAR 30 MEMB 201 TO 227 401 TO 436 501

FC 20 ALL

FYMAIN 500 ALL

FYSEC 500 ALL

TORSION 1 MEMB 201 TO 227 301 TO 336 401 TO 436 501 TO 504

DESIGN BEAM 201 TO 227 301 TO 336 401 TO 436 501 TO 504

DESIGN COLUMN 1 TO 56

END CONCRETE DESIGN

UNIT METER MTON

LOAD LIST 1

PRINT SUPPORT REACTION

UNIT METER KG

PRINT SUPPORT REACTION

FINISH

STAAD PRO FILE DOWNLOAD  -CLICK HERE

ABOVE BUILDING COMPLETE SET DOWNLOAD

• FLOOR PLAN AUTOCAD
• STAAD PRO FILE
• STRUCTURAL DRAWING

RESIDENTIAL PLAN

#1 (40' x 80') - Click here

#2 (30' x 50') - Click here

#3 (30' x 24') - Click here

#4 (30' x 60') - Click here

#5 (30' x 70') - Click here

#6 (25' x 60') - Click here

#7 (20' x 60') - Click here

#8 (30' x 40') - Click here