Yxy dy T Yxy - E;dx xp-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The state of plane strain on the element is P x = -300(10-6), P y = 0, and gxy = 150(10-6). Determine the equivalent state of strain which represents (a) the
principal strains, and (b) the maximum in-plane shear strain and the associated average normal strain. Specify the orientation of the corresponding elements for these states of strain with respect to the original element.
Transcribed Image Text:Yxy
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Yxy
- E;dx
xp-
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