A rigid foundation is subjected to a vertical column load, P in Figure 11.43. Estimate the elastic settlement due to the net applied pressure, Ao, on the foundation. Given: B = 2 m; L = 3 m; D; = 1.5 m; H = 4 m; E, 13,500 kN/m²; and µ, = 0.4. 355 kN, as shown Foundation B×L Soil Poisson's ratio E, - - modulus of elasticity Rock

A rigid foundation is subjected to a vertical column load, P in Figure 11.43. Estimate the elastic settlement due to the net applied pressure, Ao, on the foundation. Given: B = 2 m; L = 3 m; D; = 1.5 m; H = 4 m; E, 13,500 kN/m²; and µ, = 0.4. 355 kN, as shown Foundation B×L Soil Poisson's ratio E, - - modulus of elasticity Rock

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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