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.