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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 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
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