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 5.5QPP
A proposed column has the following design loads:
Axial load: PD=1, 100 kN, PL=750 kN, PE=200 kN, PW=250 kN
(all compression) Shear load: PD=0, PL=0, PE=175 k, PW=220 k
Compute the design axial and shear loads for foundation design using ASD.
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Chapter 5 Solutions
Foundation Design: Principles and Practices (3rd Edition)
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