Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
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Chapter 9, Problem 9.43SP
A short timber post of Douglas fir is subjected to an axial compressive load of 40,000 Ib. The nominal dimensions of the post area are 8 in. by 8 in. Its length is 8 ft-6 in. Assume a proportional limit of 6000 psi. Using dressed dimensions, compute
(a) stress
(b) strain
(c) total deformation
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Chapter 9 Solutions
Applied Statics and Strength of Materials (6th Edition)
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in. — diameter steel rod, 100 ft long, is...Ch. 9 - For the truss shown, compute the total deformation...Ch. 9 - A steel bar with a cross section of 12 in. by 12...Ch. 9 - Rework Problem 9.52 , changing the second load...Ch. 9 - In the structure shown, the tie-back BC is a round...Ch. 9 - A hook is suspended by two steel wires, as shown....Ch. 9 - The trolley of a small hoist is supported on a...Ch. 9 - The steel piston rod to the master cylinder has a...Ch. 9 - A stranded steel brake cable is composed of 7...Ch. 9 - The piston of a steam engine is 400 mm in diameter...
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