Compute the following: Compute the following: (4) a. Effective stress before loading. b. Induced stress and effective stress after loading at the edge of the footing c. Compute effective stress if ground water table was at the same level as ground level. d. Calculate new Induced stress and effective stress after loading at the edge of the footing. 10 10 30 30° Width = 10ft, q = 2000 psf Sand ym = 110 pcf ysat = 125 pcf Clay ysat = 100 pcf Gravel ysat = 130 pcf Pt. B Pt. C Pt. A O t

Compute the following: Compute the following: (4) a. Effective stress before loading. b. Induced stress and effective stress after loading at the edge of the footing c. Compute effective stress if ground water table was at the same level as ground level. d. Calculate new Induced stress and effective stress after loading at the edge of the footing. 10 10 30 30° Width = 10ft, q = 2000 psf Sand ym = 110 pcf ysat = 125 pcf Clay ysat = 100 pcf Gravel ysat = 130 pcf Pt. B Pt. C Pt. A O t

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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