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A shaft 100mm in diameter and 3m long, with bult-in ends, is subjected to a clockwise torque of 4 KN-m applied 1m from the left end, and to another clockwise torque of 16 KN-m applied 2m from the left end. 16. Compute for the shearing stress at segment AB. A. 61.12 MPa B. 20.37 MPa C. 40.74 MPa D. 30.30 MPa 17. Compute for the shearing stress at segment BC. A. 61.12 MPa B. 20.37 MPa C. 40.74 MPa D. 30.30 MPa 18. Compute for the shearing stress at segment CD. A. 61.12 MPa B. 20.37 MPa C. 40.74 MPa D. 30.30 MPa

A shaft 100mm in diameter and 3m long, with bult-in ends, is subjected to a clockwise torque of 4 KN-m applied 1m from the left end, and to another clockwise torque of 16 KN-m applied 2m from the left end. 16. Compute for the shearing stress at segment AB. A. 61.12 MPa B. 20.37 MPa C. 40.74 MPa D. 30.30 MPa 17. Compute for the shearing stress at segment BC. A. 61.12 MPa B. 20.37 MPa C. 40.74 MPa D. 30.30 MPa 18. Compute for the shearing stress at segment CD. A. 61.12 MPa B. 20.37 MPa C. 40.74 MPa D. 30.30 MPa

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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A shaft 100mm in diameter and 3m long, with bult-in ends, is subjected to a clockwise torque of 4
KN-m applied 1m from the left end, and to another clockwise torque of 16 KN-m applied 2m from
the left end.

16. Compute for the shearing stress at segment AB.

A. 61.12 MPa B. 20.37 MPa C. 40.74 MPa D. 30.30 MPa

17. Compute for the shearing stress at segment BC.

A. 61.12 MPa B. 20.37 MPa C. 40.74 MPa D. 30.30 MPa

18. Compute for the shearing stress at segment CD.

A. 61.12 MPa B. 20.37 MPa C. 40.74 MPa D. 30.30 MPa

 

4 kN•m 16 kN•m T d=100 mm -1m- A -1m- B -1m- C D.
Transcribed Image Text:4 kN•m 16 kN•m T d=100 mm -1m- A -1m- B -1m- C D.
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