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Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The compound shaft is composed of a solid circular steel (G = 12 000 ksi) shaft AB, a circular thin-walled aluminum (G = 4 000 ksi) tube BC, and rectangular thin-walled brass (G = 6 000 ksi) tubes CD and DE. When the external torques are applied at B, C, and D, determine the following: a. Maximum shear stress in shaft AB (ksi) b. Minimum shear stress in tube BC (ksi) c. Maximum shear stress in tube CD (ksi) d. Angle of rotation of D relative to A (°) - show intermediate values for partial points e. Angle of rotation of end E (°) E 20 kip-ft 5 kip-ft 3 ft E 3 ft 3 ft E 3 ft > section AB section BC section CD & DE 0.5t* -t T=6 kip ft d=4.5 in t=0.45 in b=10.5 in
Transcribed Image Text:The compound shaft is composed of a solid circular steel (G = 12 000 ksi) shaft AB, a circular thin-walled aluminum (G = 4 000 ksi) tube BC, and rectangular thin-walled brass (G = 6 000 ksi) tubes CD and DE. When the external torques are applied at B, C, and D, determine the following: a. Maximum shear stress in shaft AB (ksi) b. Minimum shear stress in tube BC (ksi) c. Maximum shear stress in tube CD (ksi) d. Angle of rotation of D relative to A (°) - show intermediate values for partial points e. Angle of rotation of end E (°) E 20 kip-ft 5 kip-ft 3 ft E 3 ft 3 ft E 3 ft > section AB section BC section CD & DE 0.5t* -t T=6 kip ft d=4.5 in t=0.45 in b=10.5 in
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