Foundation Design using SAFE

2) unfactored load=1175KN

Dead load breakup =1175/2=587.5kn

live load breakup=1175/2=587.5kn

point spring of pile=AXE/L

=196349X25000/16000=306796KN/M

K for safe analysis=306.8kn/mm

rebar yield strength(Fy)=500N/mm2

Rebar ultimate strength(Fu)=575N/mm2

Elastic modulus M25 concrete=25000N/mm2

number of piles required=unfactored load with self weight addition/individual pile capacity=1175x1.1/200=6.5

centre to centre distance between piles=3x pile diameter(1500mm)

edge distance from pile centre=1xpile cap depth=500mm