The figure above (not drawn to scale) shows a square section solid column of length l and width w (material's Young modulus E ). It is subjected to an eccentic compressive load P (the load acts at a distance d from the edge). The column is fixed at one end and free at the other. Given The bar 's length L = 700 = 700 mm and width w = 40 = 40 mm, the load's amplitude P = 18 = 18 kN and distance from the column's edge d = 7 = 7 mm, and Young's modulus E = 180 = 180 GPa, calculate the critical force F C r i t in kN, and the maximum stress max max in MPa. Enter your answers in the boxes below. The answers are acceptable within a tolerance of 1 kN for the force and 1 MPa for the stress