5) Steel column AB is fixed at B and the contraint at A pervents motion in the ary plane. If E = 200 GPa and a factor of safety 2 is

desired, (a) Determine the design load P of the beam (b) Show the first mode of buckling (deformed shape) in the column at the critical buckling load Per 10 mm B 30 mm x 10 m (10 pts)