using Mohr’s circle.
10−6. The state of strain at a point on the bracket has components of εx = 150(10−6), εy = 200(10−6), γxy = −700(10−6). Use the strain transformation equations and determine the equivalent in-plane strains on an element oriented at an angle of θ = 60° counterclockwise from the original position. Sketch the deformed element within the x–y plane due to these strains.
10−7. Solve Prob.10-6 for an element oriented θ = 30° clockwise.
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