In the case of a semi-infinite plate, the vertical deflection u. at point (x, y) due to a point load P applied at x=y=0 is given by: -Yw\y\/1 2P Y cos(mx / 1)(cos(|y|/I)+(1v) m sin(, |y|/D)) e=%w|| 1+4(1v)my (1v) m kl u (x, y) = S m=0 with the x-axis is oriented along the edge, and: Yw = y (m) = = W W BN = P, (m) : W = /1+m + m 2 1+m _m 2 - dm 1. For a set of values of your choice, i.e., P, 1, k, E, and v, generate a 3D plot of u in the vicinity of the loading point up to a distance of 101 from the origin.