Use the 10-11. Due to the load P, the state of strain at the point on the bracket has components of , = 500(106). y = 350(10-), and Yxy Yxy = -430(10-6). strain transformation equations to determine the equivalent in-plane strains on an element oriented at an angle of 0 = 30 clockwise from the original position. Sketch the deformed element due to these strains within the x-y plane