The nominal flexural $($bending$)$ strength and nominal shear strength of a beam are M$\_$n$=500$ kip$-$ft and V$\_$n$=300$ kips. $1.$ What would be the design shear strength of the beam?

$2.$ What would be the design flexural strength of the beam as per Section $21\mathrm{.}2\mathrm{.}1$ of ACI $318-19$ if the beam section is: $-$Tension controlled $-$Compression controlled