A rectangular footing 2 m x 3 m carries a column load of 600 kN a at depth of 1 m. The footing rests on a c-O soil strata 6 m thick, having Poisson's ratio of 0.25 and Young's modulus of elasticity as 20000 kN/m2. The immediate elastic settlement of the footing occurs as soon as the load is applied. The depth of the footing after immediate settlement from original ground level will be. (Take I = 1.06) mm. %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A rectangular footing 2 m x 3 m carries a column load of 600 kN a at
depth of 1 m. The footing rests on a c-O soil strata 6 m thick, having
Poisson's ratio of 0.25 and Young's modulus of elasticity as 20000
kN/m2. The immediate elastic settlement of the footing occurs as
soon as the load is applied. The depth of the footing after immediate
settlement from original ground level will be.
(Take I, = 1.06)
mm.
Transcribed Image Text:A rectangular footing 2 m x 3 m carries a column load of 600 kN a at depth of 1 m. The footing rests on a c-O soil strata 6 m thick, having Poisson's ratio of 0.25 and Young's modulus of elasticity as 20000 kN/m2. The immediate elastic settlement of the footing occurs as soon as the load is applied. The depth of the footing after immediate settlement from original ground level will be. (Take I, = 1.06) mm.
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