Problem $4-$ Beam Design $-10$ points

Description: The allowable bending stress is Sallow $=50$ksi and the allowable shear stress is $t_{\text{a}\text{l}\text{l}\text{o}\text{w}}=30$ksi

$($A$)$ What is the value of the maximum shear in kips

$($B$)$ What is the value of the maximum moment in $ki$

$($C$)$ If the moment is $120$ kip$-$ft$,$ what is the light that will safely support the loading.

$($D$)$ If the beam prescribed is a W$16$x$26$ and the shear is $36$ kips, determine the maximum shear stress in the beam. Use the AISC method for steel I$-$beams. Show if it is less than tallow,