$14\mathrm{.}14$: Rework Problem $14\mathrm{.}13$ assuming that the beam is placed with the $100$ mm dimension oriented vertically. $($You don't need to complete $14\mathrm{.}31,$ just the rework of $14\mathrm{.}31)$

$(14\mathrm{.}31)$: A W$10$ x $45$ steel wide$-$flange beam supports a uniformly distributed load on a simple span of $14$ ft$.$

$($a$)$ Assume A$992$ steel and compute the allowable load.

$($b$)$ Determine the maximum horizontal shear stress using

the general shear formula, assuming that the beam carries the load from part $($a$).$