Analysis and Design of a four-storied building using STAAD Pro by hcj

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									Analysis and Design of a four-storied
     building using STAAD Pro
 Plan of building




                    3m


                    2m


                    3m



3 Nos @ 5m C/C
Elevation of building
                         Details of building
   Grade of concrete               = M 20
   Grade of steel          = Fe 415
   Column size                     = 300 X 450 mm
   Beam size                       = 300 X 450 mm
   Live load on floor              = 3 kN/m2
   Live load on roof               = 1.5 kN/m2
 Floor finishes 1 kN/m2 and roof treatment 1.5 kN/m2
   Floor to floor height           = 3.1 m
   Density of concrete             = 25 kN/m3
   Density of masonry wall = 20 kN/m3
   Plinth height above GL = 1.2 m

 Assume suitable load combinations and design parameters
 Apply the live, floor finish and roof treatment as floor load

								
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