A structural angle section $L6x6\frac{3}{8}(Fy=36$ksi,$Fu=58$ksi $)$ is being used to support loads in tension. There are $1-$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 $100$kips in tension.

Tensile rupture and yielding capacity formulas are given below:

$)=(0\mathrm{.}75)=(0\mathrm{.}9$

$7/8"$ Diameter bolt holes

Section

L$6$x$6$x$3/8-$ Elevation