Foundation Design: Principles and Practices (3rd Edition)
Foundation Design: Principles and Practices (3rd Edition)
3rd Edition
ISBN: 9780133411898
Author: Donald P. Coduto, William A. Kitch, Man-chu Ronald Yeung
Publisher: PEARSON
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Chapter 7, Problem 7.17QPP

A 3 ft square footing is founded at a depth of 2.5 ft on saturated clay and carries an unfactored vertical column load of 65 k. The underlying clay has an undrained shear strength of 1 , 500 lb/ft 2 . Compute the allowable shear load this column can carry using ASD with a sliding factor of safety of 1.5.

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Foundation Design: Principles and Practices (3rd Edition)

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