Q$1.(40$ marks$)$ Tension Members: A channel, C $714\mathrm{.}7,$ is used as a tension member. It is connected to a $\frac{5}{8}$ inch thick gusset plate with $\frac{3}{4}$ inch diameter bolts. Both tension member and gusset plate are made of A$992$ steel with $F_y=50$ksi and $F_u=65$ksi. Compute the design strength of the tension member by considering all the limit states? Consider the block shear for both tension member and gusset plate as shown in the below figures.

Block shear on tension member and gusset plate

$\backslash$table$[[$Shape$,\backslash$table$[[$Area$,],[A$