Please show all the steps for your calculations. Provide Table or clause numbers for values or equations you use from the AISC Manual. Total Points $=115.$ Please submit your solution as a single pdf file including this question paper in the dropbox. Show figures where necessary, for example failure plane in staggered bolt arrangement, or block shear. The first $4$ problems are on analysis and the $5$ th one on design.

A$36$ steel is used for the tension member shown in the figure. Determine the nominal strength based on $($a$)$ yielding of gross section, and $($b$)$ rupture of net section $(20$ points$)$

$3/4-$in$.-$diameter bolts