Figure Q1 shows a 1.4 m long steel shaft that consists of a hollow segment AB and a solid segment BC. The shaft is fixed at C and is subjected to two external torques TA and TB at points A and B, respectively. The torque developed at the fixed end C is 750 kN.m in the direction as indicated in Figure Q1. Given G=75 GPa. (a) Determine the values of TA and TB if the corresponding angle of twist of end A is zero. (b) Calculate the maximum shear stress developed in the shaft and locate where it's occurred (c) Give your comment whether the shaft will fail or not if the allowable shear stress of the shaft is 75 MPa.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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QUESTION 1
Figure Q1 shows a 1.4 m long steel shaft that consists of a hollow segment AB and a solid segment
BC. The shaft is fixed at C and is subjected to two external torques TA and TB at points A and B,
respectively. The torque developed at the fixed end C is 750 kN.m in the direction as indicated in
Figure Q1. Given G=75 GPa.
(a)
Determine the values of TA and Tâ if the corresponding angle of twist of end A is zero.
(b)
Calculate the maximum shear stress developed in the shaft and locate where it's occurred
(c)
Give your comment whether the shaft will fail or not if the allowable shear stress of the shaft is
75 MPa.
Ø0.4 m
Ø0.32 m
Section r-r
750 kN.m
TB
TA
A
0.6 m
0.8 m
Figure Q1
Transcribed Image Text:QUESTION 1 Figure Q1 shows a 1.4 m long steel shaft that consists of a hollow segment AB and a solid segment BC. The shaft is fixed at C and is subjected to two external torques TA and TB at points A and B, respectively. The torque developed at the fixed end C is 750 kN.m in the direction as indicated in Figure Q1. Given G=75 GPa. (a) Determine the values of TA and Tâ if the corresponding angle of twist of end A is zero. (b) Calculate the maximum shear stress developed in the shaft and locate where it's occurred (c) Give your comment whether the shaft will fail or not if the allowable shear stress of the shaft is 75 MPa. Ø0.4 m Ø0.32 m Section r-r 750 kN.m TB TA A 0.6 m 0.8 m Figure Q1
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