Analysis and Design of 4 Storey Building

Analysis and Design of a fourstoried building using STAAD Pro

Plan of building-Problem 1 (See earlier mail) 3 m

2 m

3 m

3 Nos @ 5m C/C

le!ation of building

Details of building "rade of #on#rete $ % 2&  "rade of steel $ 'e 15  olumn si*e $ 3&& + 5& mm  ,eam si*e $ 3&& + 5& mm 2  i!e load on floor $ 3 kN/m 2  i!e load on roof $ 1.5 kN/m 2 2  'loor finis/es 1 kN/m and roof treatment 1.5 0Nm  'loor to floor /eig/t $ 3.1 m  Density of #on#rete $ 25 kN/m3 3  Density of masonry all$ 2& kN/m  Plint/ /eig/t abo!e " $ 1.2 m 

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

Plan of buildingProblem 2

3 Nos @ 5m C/C

Details of building No. of storys $   Ty4e of soil $ %edium  "rade of #on#rete $ % 25  "rade of steel $ 'e 15  olumn si*e$ 3&& + 5&& mm  ,eam si*e $ 3&& + 5& mm  i!e load on floor $ 3 kN/m2  i!e load on roof $ 1.5 kN/m2  'loor finis/es 1 kN/m2 and roof treatment 1.5 0Nm 2  'loor to floor /eig/t $ 3.1 m  Density of #on#rete $ 25 kN/m3  Density of masonry all $ 2& kN/m3  Plint/ /eig/t abo!e " $ 1.2 m  onsider art/ua0e for#es also as 4er 6S 178392&&2 

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

Plan for Problem 3

Details of building No. of storys $   "rade of #on#rete $ % 25  "rade of steel $ 'e 15  olumn si*e$ 3&& + 5&& mm (External) $ 3&& + && mm (Internal)  ,eam si*e $ 3&& + 5& mm  i!e load on floor $ .5 kN/m2  i!e load on roof $ 1.5 kN/m2  'loor finis/es 1 kN/m2 and roof treatment 1.5 0Nm 2  'loor to floor /eig/t $ 3.1 m  Density of #on#rete $ 25 kN/m3  Density of masonry all $ 2& kN/m3  Plint/ /eig/t abo!e " $ 1.2 m  onsider art/ua0e for#es also as 4er 6S 178392&&2 

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