Applied Statics and Strength of Materials (6th Edition)
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 19, Problem 19.4P

Compute the allowable tensile load for the double-shear butt joint shown. The plates are equivalent to A992 steel. The bolts are 7 8 in. -diameter A325 N high-strength bolts in standard holes.

Chapter 19, Problem 19.4P, Compute the allowable tensile load for the double-shear butt joint shown. The plates are equivalent

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A steel bar carries the axial loads at the positions shown. If E=200GPa, compute the maximumload P if the total deformation of the bar is not to exceed 5mm. Assume that the bar is suitablebraced to prevent buckling.

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Applied Statics and Strength of Materials (6th Edition)

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