Please use student version LPile plus to finish this assignment. The pile is a steel pile with a pile length of 1100 in, an outside diameter of 32 in and a wall thickness of 1.3 in, cross- sectional area of 120.5 in, moment of inertia of 9589 in4, module of elasticity 29,000,000 psi, and yield strength of steel of 36,000 psi. The saturated soil is normally consolidated clay. Properties at the ground surface are: undrained shear strength of 4.5 lb/in (i.e., undrained cohesion c), submerged unit weight of 0.02 lb/in, E50 of 0.02 (i.e., strain factor E50), and Kpy of 90 lb/in (i.e., p-y modulus, k). Properties at a depth of 75 ft are: undrained shear strength of 7.6 lb/in, submerged unit weight of 0.028 lb/in, eso of 0.02, and Kpy of 500 lb/in. Select "Stiff clay with free water (Reese)" Apply axial loads Pt of 80,000 lb at the top of the pile (Mr = 50000 lb in, shear force Px =30000 lb) with a pile length of 75 ft. The number of increments along the pile is 100. Print a plot of lateral deflection, bending moment, and shear force.