Problem $1.$ Two W $1438$ tension members the top and the bottom flanges. The design axial load $P_u$ is $320$ kips. The bolts are made of A$325$X$,$ and the bolt diameter is $\frac{1}{2}$ inch.

$($a$)$ Identify how many bolts are needed for the splice connection using the shear strength of bolts.

$($b$)$ Place the bolts $($draw both top view and side view of one flange$)$ and determine the required splice, connection length, $L_{\text{p}\text{l}\text{a}\text{t}\text{e}},$ with the thickness of $\frac{3}{4}$ inch.

ne flange$)$ and determine the required splice$/$ Cirssec. PART B PLEASE $,$ if see mistake for part A please let me know