Solve this problem using Mohr's circle technique. A differential element on the bracket is subjectedto plane strain that has the following components:200(10 6), Yxy =– 700(10 6). Use thethe10–6.€x = 150(10 6), e, =strain-transformation equations and determineequivalent in plane strains on an element oriented at anangle of 0 = 60° counterclockwise from the originalposition. Sketch the deformed element within the x-y planeIIdue to these strains.

given strain in X direction, εx=150×10-6strain in Y direction, εY=200×10-6sheer strain on XY plane,…

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Solve this problem using Mohr's circle technique.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter7: Analysis Of Stress And Strain

Section: Chapter Questions

Problem 7.7.1P: An element of material in plain strain has the following strains: x = 0.001 and y = 0.0015. (a)...

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Solve this problem using Mohr's circle technique.

A differential element on the bracket is subjected
to plane strain that has the following components:
200(10 6), Yxy =– 700(10 6). Use the
the
10–6.
€x = 150(10 6), e, =
strain-transformation equations and determine
equivalent in plane strains on an element oriented at an
angle of 0 = 60° counterclockwise from the original
position. Sketch the deformed element within the x-y plane
II
due to these strains.

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