Solve Prob. 10–7 using Mohr’s circle.

Data from in Problem 10-7

The state of strain at a point on the bracket has components  of ε_x = 150(10^-6), ε_y = 200(10^-6), γ_xy = -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.