DESIGN OF G+2 RESIDENTIAL BUILDING

BY

LIMIT STATE METHOD

Pravin P Pawar Email-id: pravin22vp@gmail

ASSUME: Depth of foundation below G.L:1M Plinth height:0.6M Floor to floor height:3.20M Live load:1.5KN (access provided) Floor load:2KN Concrete grade:M20 Steel: Fe415: Main and Fe250: Secondary Soil bearing capacity: 200KN/sq. m