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For the axially loaded member given below calculate the maximum stress anywhere along the structure and displacement at E. Force P is the last two digits of your RedID in kips. All of the cross- sections are circular, with maximum radius at C of 4 inches and minimum radius of 2 inches from A to B and from D to E. Modulus of Elasticity E= 7,000 ksi. Note that numerical integration is not required and not to be used for this problem.

For the axially loaded member given below calculate the maximum stress anywhere along the structure and displacement at E. Force P is the last two digits of your RedID in kips. All of the cross- sections are circular, with maximum radius at C of 4 inches and minimum radius of 2 inches from A to B and from D to E. Modulus of Elasticity E= 7,000 ksi. Note that numerical integration is not required and not to be used for this problem.

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 last two digits of my redID is 89 for the problem
For the axially loaded member given below calculate the maximum stress anywhere along the structure and displacement at E. Force P is the last two digits of your RedID in kips. All of the cross- sections are circular, with maximum radius at C of 4 inches and minimum radius of 2 inches from A to B and from D to E. Modulus of Elasticity E= 7,000 ksi. Note that numerical integration is not required and not to be used for this problem. C A B 15 in. 30 in. DE P 30 in. 15 in. t 90 in.
Transcribed Image Text:For the axially loaded member given below calculate the maximum stress anywhere along the structure and displacement at E. Force P is the last two digits of your RedID in kips. All of the cross- sections are circular, with maximum radius at C of 4 inches and minimum radius of 2 inches from A to B and from D to E. Modulus of Elasticity E= 7,000 ksi. Note that numerical integration is not required and not to be used for this problem. C A B 15 in. 30 in. DE P 30 in. 15 in. t 90 in.
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