Please write clear step by step, answer $113$kip

Problem $2.$ Determine the values of

Determine the LRFD design tensile strength of an angle that is connected at the end as shown. The angle is A$572$ Grade $=65$ksi. The standard holes are for inch diameter A$325$ bolts. Assume deformations at bolt holes are a design consideration. Consider

$($a$)$ block shear strength

$\frac{1}{4}$ b$)$ tensile strenght of the angle

Pe$)$ bearing and tearout strength at bolt holes

$($Answer: $113$kip