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A hollow cylindrical shaft was designed to have a uniform wall thickness of 0.1 in. Defective fabrication, however, resulted in the shaft having the cross section shown. Knowing that a 17-kip-in. torque is applied to the shaft, determine the shearing stresses at points a and b. 2.4 in. 0.08 in. 1.1 in. 0.12 in. The shearing stress at point a is The shearing stress at point b is ksi. ksi.

A hollow cylindrical shaft was designed to have a uniform wall thickness of 0.1 in. Defective fabrication, however, resulted in the shaft having the cross section shown. Knowing that a 17-kip-in. torque is applied to the shaft, determine the shearing stresses at points a and b. 2.4 in. 0.08 in. 1.1 in. 0.12 in. The shearing stress at point a is The shearing stress at point b is ksi. ksi.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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2.4 in. A hollow cylindrical shaft was designed to have a uniform wall thickness of 0.1 in. Defective fabrication, however, resulted in the shaft having the cross section shown. Knowing that a 17-kip-in. torque is applied to the shaft, determine the shearing stresses at points a and b. 0.08 in. 1.1 in. 0.12 in. The shearing stress at point a is The shearing stress at point b is Check my work ksi. ksi. 5
Transcribed Image Text:2.4 in. A hollow cylindrical shaft was designed to have a uniform wall thickness of 0.1 in. Defective fabrication, however, resulted in the shaft having the cross section shown. Knowing that a 17-kip-in. torque is applied to the shaft, determine the shearing stresses at points a and b. 0.08 in. 1.1 in. 0.12 in. The shearing stress at point a is The shearing stress at point b is Check my work ksi. ksi. 5
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