Consider a $6$ m tall, rectangular, simply supported column, a first$-$floor column in a multi$-$story risk category $2$ concrete building. Assume that this building is going to be designed in Grand Isle, LA$.$ For this column, determine the loads due to drag and wave breaking following the example in the class. Finally, show how the loads will be distributed on the column. You can use Eq$.5\mathrm{.}3-1$ and $5\mathrm{.}3-2$ from the ASCE $7$ supplement to determine the water depth. Assume column width facing the water $=1\mathrm{.}0$ m$,=0$ and $=0.$