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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Textbook Question
Chapter 5, Problem 5.3QPP
A proposed column has the following design loads:
Axial load: PD=200 k, PL=170 k, PE= 50 k, PW=60 k (all compression)
Shear load: PD=0, PL=0, PE= 40 k, PW=48 k
Compute the design axial and shear loads for foundation design using ASD.
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6-19 Determine the LRFD design strength and the ASD allowable strength of the section shown
if snug-tight bolts 3 ft on center are used to connect the A572-Grade 50 angles. The two
angles, 5×31/2 × 5/16, are oriented with the long legs back-to-back
(2 L5 × 31/2 × 5/16 LLBB) and separated by 3/8 inch. The effective length,
(Lc)x = (Lc)y = (Lc)z
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Figure P6-19
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Chapter 5 Solutions
Foundation Design: Principles and Practices (3rd Edition)
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