$2$ Assume the wide$-$flange shape shown is a W$16$ xx$50,$ with cross$-$sectional area, A$=14\mathrm{.}7$in$^(2).$

A$.)$ If a pure axial compression force of $100$ kips were applied to the column,

how much axial stress, f $,$ would the column experience due to crushing?

B$.)$ If the pure axial compression force is increased until the column buckles,

which direction would the column likely

deflect? indicate on the diagram to the right with an arrow.

C$.)$ Is the direction indicated in part B$.)$ the strong or the weak axis of the wide flange column? $($Circle one$)$ strong or weak