Compute the elastic settlement for a rigid 10 ft by 15 ft footing loaded with 4000 psf uniformly distributed bearing pressure on silty sand with Es = 1250 psi and ms = 0.3. The footing is located 6 ft below existing grade. Please note any assumptions.

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Answered: Compute the elastic settlement for a…

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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Compute the elastic settlement for a rigid 10 ft by 15 ft footing loaded with 4000 psf uniformly distributed bearing pressure on silty sand with E_s = 1250 psi and m_s = 0.3. The footing is located 6 ft below existing grade. Please note any assumptions.

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Step 1: Stating Given and to determine data

$G i v e n comma B equals 10 space f t L equals space 15 space f t H equals space 6 space f t U n i f o r m l y space d i s t r i b u t e d space b e a r i n g space p r e s s u r e comma space q subscript n equals 4000 space p s f E subscript s equals 1250 space p s i mu subscript s equals 0.3 T o space d e t e r m i n e comma E l a s t i c space s e t t l e m e n t$

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