A rigid foundation is subjected to a vertical column load, P = 355 kN, as shown in Figure 11.43. Estimate the elastic settlement due to the net applied pressure, Aơ, 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. %3D

A rigid foundation is subjected to a vertical column load, P = 355 kN, as shown in Figure 11.43. Estimate the elastic settlement due to the net applied pressure, Aơ, 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. %3D

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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Question

Q1:

Foundation
B× L
Df
Ao
Soil
Hs
Poisson's ratio
E,
modulus of elasticity : H
Rock
IL||

A rigid foundation is subjected to a vertical column load, P = 355 kN, as shown
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 u, = 0.4.

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