A simply supported with ${38}^{\text{'}}$ span, $b=21,h={32}^{\text{'}\text{'}},d={29}^{\text{'}\text{'}},D=1\mathrm{.}533klf,L=2\mathrm{.}650klf,$ same properties as previous problem: $f_c^{\text{'}}=4\mathrm{.}5$ksi, normal weight concrete and $f_y=60$ksi

$(1)$ Find $V_c$ using ACI$318-22$ Table $22\mathrm{.}5\mathrm{.}5\mathrm{.}1$

$(2)$ Find needed $V_s=V_u-V_c$ at $d$ from support, then find the needed and practical spacing for #$3$ stirrups, $f_y=60$ksi at that location.

$(3)$ Find $s$ for minimum stirrups. Minimum stirrups are no longer needed how far from the support?

$(4)$ Please clear draw the stirrup layout $($refer class example$)$ along the beam