The state of strain at the point on the member has components of x = 180(10
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The state of strain at the point on the member has components of εx = 180(10-6), εy = -120(10-6), and γxy = -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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a In accordance with the establ...View the full answer
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