Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The state of strain at the point on the member has components of Px = 180(10-6), P y = -120(10-6), and gxy = -100(10-6). Use the strain transformation equations to determine (a) the in-plane principal strains and (b) the maximum in-plane shear strain and average normal strain. In
each case specify the orientation of the element and show how the strains deform the element within the x–y plane.
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