1

1.0 m 3.5 m 3.5 m 7.0 m 7.0 m 1.0 m 6,0 m 6.0 m 6.0 m 1.0 m 1.0 m 7.0 m 30.0 m 20.0 m Parameter design : Design according to ACI Code. 1 Yield strength of rebar ( steel) = 420 Mpa. 2 Strength of concrete f c = 30 Mpa. 3 Young modules of elasticity = 2000000 4 Dead load factor =1.2 5 Live load factor = 1.6 6 Soil unit weight = 18 kN/ m 3 7 Allowable bearing stress = 120 kN/ m 2 8 Concrete unit weight = 25 kN/ m 3 9 All columns dimensions = ( 500 x 500 ) mm

Raft Foundation

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1.0m3.5m3.5m

7.0m7.0m1.0m

6,0m

6.0m

6.0m

1.0m

1.0m

7.0m

30.0m

20.0m

Parameterdesign:Designaccordingto ACICode.

1Yieldstrengthofrebar(steel)=420 Mpa.2Strengthofconcrete fc=30 Mpa.3Youngmodulesofelasticity=20000004Deadloadfactor=1.25Liveloadfactor=1.6

6Soilunitweight=18 kN/ m3

7Allowablebearingstress=120 kN/ m2

8Concreteunitweight=25 kN/ m3

9Allcolumnsdimensions=(500x500)mm

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