A rectangular footing of width 2.5m and length 3.5mis resting on a sandy silt at a depth of 3m from the ground surface. The angle of internal friction (phi=20)and cohesion is (c=30kn/m2). The water table is at a great depth. Find the bearing capacity of soil using terzaghi's equation and tje following factor to used. Nc=17.71 Nq=7.4 Ny=5 Factor of safety (F) =3.0 y=35kn/m3

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A rectangular footing of width 2.5m and length 3.5mis resting on a sandy silt at a depth of 3m from the ground surface. The angle of internal friction (phi=20)and cohesion is (c=30kn/m2). The water table is at a great depth. Find the bearing capacity of soil using terzaghi's equation and tje following factor to used. Nc=17.71 Nq=7.4 Ny=5 Factor of safety (F) =3.0 y=35kn/m3
Problem No. 5
A Rectangular footing of Width 2.5m and
Length 3.5m is resting on a sandy silt at a depth
of 3m from the ground
surface. The angle of internal friction (phi = 20)
and cohesion is c = 30 KN/m2.
The Water table is at a great depth. Find the
Bearing capacity of Soil using
terzaghi's equation and the following factors to be
used.
Nc = 17.71 , Nq = 7.4 , N y = 5, Factor of Safety (F)
= 3.0 , y = 35 KN/m3
%3D
%3D
%3D
%3D
Transcribed Image Text:Problem No. 5 A Rectangular footing of Width 2.5m and Length 3.5m is resting on a sandy silt at a depth of 3m from the ground surface. The angle of internal friction (phi = 20) and cohesion is c = 30 KN/m2. The Water table is at a great depth. Find the Bearing capacity of Soil using terzaghi's equation and the following factors to be used. Nc = 17.71 , Nq = 7.4 , N y = 5, Factor of Safety (F) = 3.0 , y = 35 KN/m3 %3D %3D %3D %3D
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