Problem $5$

Using A$36$ steel select the lightest equal leg single angle member to resist a factored

$($LRFD$)$ tensile load $P_u=167$ kips. The member will be connected through one leg with

one line of three $3/4-$in $\frac{O}{?}$ bolts spaced at $3$ in between centers as shown.

The edge distances Leh$=$Lev$=1\mathrm{.}5in.$

Use LRFD Method

Use U from Table D$3\mathrm{.}1,$ Case $8)$