Q$2)$ For the given tension member shown below determine available strength for block shear. Use LRFD approach only. Gusset plates are OK$.$ S$275$ steel $($Fy$=275$ MPa and $Fu=430$MPa $)$ and M$20$ bolts $($standard holes$)$ are used.Q$1)$ All columns are HEB $650,$ and all beams are HEA $500($strong axis bending$).$ Out of plane all columns are supported at story levels. Use $K=1$ for out of plane action. All members are $S275$Steel,$F_y=275$MPa. Calculate design compressive strengths $({}_t{P}_n)$ and allowable compressive strengths $(\frac{P_n}{})$ for column CD and $BC$ according to AISC$360-16$ specification. All beam$-$to$-$column connections are rigid except for one. Use recommended G factors for column bases.