The column has the cross section shown and its length is L = 2.5 m. It is subjected to compressive loads with eccentricity e = XXXXXXXXXXm. The material is steel with modulus of elasticity E = 200...

The column has the cross section shown and its length is
L
= 2.5 m. It is subjected to compressive loads with eccentricity
e
= 0.00625 m. The material is steel with modulus of elasticity
E
= 200 GPa. If the compressive load is
P
= 200 kN, what is the column’s maximum deflection? (See the figure for Problems 10.50–10.52.)