EBK MECHANICS OF MATERIALS
7th Edition
ISBN: 9780100257061
Author: BEER
Publisher: YUZU
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Chapter 10.1, Problem 5P
The steel rod BC is attached to the rigid bar AB and to the fixed support at C. Knowing that G = 11.2 × 106 psi, determine the diameter of rod BC for which the critical load Pcr of the system is 80 lb.
Fig. P10.5
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An Euler column is safely to carry a compressive load of 60 kN. The cross sectional
area is A=1452 mm². The radii of gyrations are rx= 14.75 mm and ry= 41.6 mm.
Knowing E= 200 GPa and that the ends are simply-supported all around, determine the
maximum allowable length L. Use F.S.= 1.92.
P=60x10³ N
P
A compression member of 1.5-m effective
length consists of a solid 30-mm-diameter brass
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member by 25%, the solid rod is replaced by a
hollow rod of the cross section shown.
15 mm
Determine (a) the percent reduction in the
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the hollow rod. Use E = 200 GPa.
30 mm
30 mm
Chapter 10 Solutions
EBK MECHANICS OF MATERIALS
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