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Figure shows the geometry of a strip foðting supporting the load bearing walls of a three storied building and the properties of clay layer. IE G. Y oulk = 18 kN/m³ 1 m Strip footing GWT + 1.2 m - Clay layer C. = 0.08, e, = 0.40 Y sat = 20 kN/m³ 6 m %3D Hard stratum If the elastic modulus and the Poisson's ratio of the clay layer are respectively 50x10' kPa and 0.4 and if the influence factor for the strip footing is 1.75, the elastic settlement of the footing will be

Figure shows the geometry of a strip foðting supporting the load bearing walls of a three storied building and the properties of clay layer. IE G. Y oulk = 18 kN/m³ 1 m Strip footing GWT + 1.2 m - Clay layer C. = 0.08, e, = 0.40 Y sat = 20 kN/m³ 6 m %3D Hard stratum If the elastic modulus and the Poisson's ratio of the clay layer are respectively 50x10' kPa and 0.4 and if the influence factor for the strip footing is 1.75, the elastic settlement of the footing will be

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Figure shows the geometry of a strip footing supporting the load bearing walls of a three storied building and the properties of clay layer. モ S G Y bulk = 18 kN/m³ Y GWT 1m Strip footing + 1.2 m → Clay layer 6 m C. = 0.08, e, = 0.40 Y sat = 20 kN/m³ Hard stratum If the elastic modulus and the Poisson's ratio of the clay layer are respectively 50x10° kPa and 0.4 and if the influence factor for the strip footing is 1.75, the elastic settlement of the footing will be
Transcribed Image Text:Figure shows the geometry of a strip footing supporting the load bearing walls of a three storied building and the properties of clay layer. モ S G Y bulk = 18 kN/m³ Y GWT 1m Strip footing + 1.2 m → Clay layer 6 m C. = 0.08, e, = 0.40 Y sat = 20 kN/m³ Hard stratum If the elastic modulus and the Poisson's ratio of the clay layer are respectively 50x10° kPa and 0.4 and if the influence factor for the strip footing is 1.75, the elastic settlement of the footing will be
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