The compound shaft as shown is attached to rigid supports. It is subjected to concentrated torque at the junction. The length of the steel segment is 1m. Bronze O = 75 mm G = 35 GPa Steel 0 = 50 mm G = 83 GPa Ta = 80 MPa Tel = 60 MPa all C B a b a. Determine the ratio of the length of the steel segment to that of the bronze such that the materials will be stressed to their limits. b. Determine the torsional reaction, in N-m, at the right supports if the applied torque at the junction is maximized. C. determine the angle of the twist, in ° degrees, at the junction.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The compound shaft as shown is attached to rigid supports. It is subjected to concentrated torque at the
junction. The length of the steel segment is 1m.
Bronze
Steel
O = 75 mm
G = 35 GPa
0 = 50 mm
G = 83 GPa
= 80 MPa
Te = 60 MPa
Tll
all
BỊ
a
b
a. Determine the ratio of the length of the steel segment to that of the bronze such that the
materials will be stressed to their limits.
b. Determine the torsional reaction, in N-m, at the right supports if the applied torque at the
junction is maximized.
C. determine the angle of the twist, in ° degrees, at the junction.
Transcribed Image Text:The compound shaft as shown is attached to rigid supports. It is subjected to concentrated torque at the junction. The length of the steel segment is 1m. Bronze Steel O = 75 mm G = 35 GPa 0 = 50 mm G = 83 GPa = 80 MPa Te = 60 MPa Tll all BỊ a b a. Determine the ratio of the length of the steel segment to that of the bronze such that the materials will be stressed to their limits. b. Determine the torsional reaction, in N-m, at the right supports if the applied torque at the junction is maximized. C. determine the angle of the twist, in ° degrees, at the junction.
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