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 (°) В E 20 kip-ft 5 kip-ft | 3 ft 3 ft 3 ft E3 ft > section AB section BC section CD & DE 0.5t* t -t T=6 kip ft d=4.5 in t=0.45 in b=10.5 in

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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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