For the following T$-$beam section, design the shear reinforcement $($select bar size and

spacing$).$ Use one spacing throughout the section. Be sure to check maximum spacing,

minimum area of steel $($shear$)$ and maximum $V_s.$

$f^{\text{'}}c=5,000$

$fy=60,000$

unit weight $=150pcf$

Please explain step by step if possible