A steel plate (E = 31000 ksi, G= 12000 ksi, alpha (a) = 6 * 10 ^ -6 1/F ) with dimensions a = 20 in and b = 13 in and thickness t = 7.5 in. The plate is between to rigid, smooth surfaces as depicted in the diagram below. A compressive normal stress of 50 ksi is applied in the x direction with a Temperature increase of 100 F, determine the normal stress acting on the plate in the y direction assuming the plate CANNOT change shape in the y-direction as a result of the applied constraint. (ASSUME PLANE STRESS CONDITION)

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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A steel plate (E = 31000 ksi, G= 12000 ksi, alpha (a) = 6 * 10 ^ -6 1/F ) with dimensions a = 20 in and b = 13 in and thickness t = 7.5 in. The plate is between to rigid, smooth surfaces as depicted in the diagram below.

A compressive normal stress of 50 ksi is applied in the x direction with a Temperature increase of 100 F, determine the normal stress acting on the plate in the y direction assuming the plate CANNOT change shape in the y-direction as a result of the applied constraint. (ASSUME PLANE STRESS CONDITION)

Rigid
Ox
Ox
Rigid
to
Transcribed Image Text:Rigid Ox Ox Rigid to
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