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 5, Problem 5.3QPP

A proposed column has the following design loads:

Axial load: P D = 200 k , P L = 170 k , P E = 50 k , P W = 60 k (all compression)

Shear load: P D = 0 , P L = 0 , P E = 40 k , P W = 48 k

Compute the design axial and shear loads for foundation design using ASD.

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