The state of strain at the point on the bracket has components ϵx = − 200(10−6), ϵy = −650...

The state of strain at the point on the bracket has components ϵx = − 200(10−6), ϵy = −650(10−6), γxy = −175(10−6).Use the strain-transformation equations to determine the equivalent in plane strains on an element oriented at an angle of θ = 20º counterclockwise from the original position. Sketch the deformed element due to these strains within the x−y plane.