Problem $2(25$ pts$)$

A structural angle section L$10$x$10$x$1/2($Fy$=36$ksi, Fu$=58$ksi$)$ is supporting an applied load in tension. There are $7/8-$in diameter bolt holes for connections within the web of the angle as shown below. Determine the capacity of the member and indicate whether it is sufficient to support a load of $325$ kips in tension.

Tensile rupture and yielding capacity formulas are given below: