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A 0.1 inch thick (L) plate is loaded with the stresses shown in the figure (State of Plane Stress) x 30 ksi 3y 15 ksi (Compression) Txy 20 ksi L-12 in, Ly - 24 in σ,-15 E-30x10 ksi v-0.3 a) Calculate all of the non-zero strains b) Calculate the change in length of the plate in the y-direction. [Hint: Mind the Stress Direction;G XY x24 in XY 12 in

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