The state of strain at the point on the bracket has components ∈x = 350(10-6) , ∈y = -860(10-6) , γxy = 250(10-6) . Use the strain-transformation equations to determine the equivalent in-plane strains on an element oriented at an angle of θ = 45° clockwise from the original position. Sketch the deformed element within the x – y plane due to these strains.
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