For the plate described in Example 13.1, for po = 20 kN/m2, b = 0.6 m, t = 12 mm, E = 20...

For the plate described in Example 13.1, for p_o = 20 kN/m², b = 0.6 m, t = 12 mm, E = 200 GPa, and v = 1/3, calculate the maximum deflection maximum strain maximum stress and the radius of the midsurface.