The plate is shown before it is loaded. After the loads are applied, determine: The strain in the X direction The strain in the Y direction The maximum shear strain The change in plate thickness The change in plate volume The strain energy Ex= -339 Ey= 456 = 55 MPa *MAX = 794 Ez = -50 3 cm 32 cm O = 70 MPa At = -0.00015cm e = 0.0000667 AV = 0.179*10=6m u = 22,700 /m! U = 61.1Nm T., XY 28 cm = 0 N Y E = 180 GPa V=0.30 X x = 40 MPa