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The circular tube with the cross section shown is subjected to the axial force P and bending moment M, both directed as shown. Using the readings from the strain gages at a and b, the corresponding stresses at these locations are calculated to be o, = 2800 psi and op 2 in. P - a 1.75 in. 15100 psi. Compute P and M. %3D

The circular tube with the cross section shown is subjected to the axial force P and bending moment M, both directed as shown. Using the readings from the strain gages at a and b, the corresponding stresses at these locations are calculated to be o, = 2800 psi and op 2 in. P - a 1.75 in. 15100 psi. Compute P and M. %3D

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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The circular tube with the cross section shown is subjected to the axial force P and bending moment M, both directed as shown. Using the readings from the strain gages at a and b, the corresponding stresses at these locations are calculated to be o, = 2800 psi and ob 2 in. M P 1.75 in. = 15100 psi. Compute P and M.
Transcribed Image Text:The circular tube with the cross section shown is subjected to the axial force P and bending moment M, both directed as shown. Using the readings from the strain gages at a and b, the corresponding stresses at these locations are calculated to be o, = 2800 psi and ob 2 in. M P 1.75 in. = 15100 psi. Compute P and M.
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