Consider the loading shown. The allowable normal stress for the steel used is $23\mathrm{.}2$ksi.

Determine the section modulus and select the most economical S$-$shape beam to support the loading shown using the table given

below. $($Round the final answer to one decimal place. You must provide an answer before moving to the next part.$)$

The section modulus is $,i{n}^3.$

The most economical S$-$shape beam is $($Click to select$)V.$