Consider the reinforced concrete floor shown below $($in plan view$).$

$h_{\text{s}\text{l}\text{a}\text{b}}=5in.$

$h=22in.$

$b_w=12in.$

$l_1=24ft$

$l_2=20ft$

$f_c^{\text{'}}=4000$

$f_y=f_{yt}=60$ksi

$d_{\text{a}\text{g}\text{g}}=1in.$

Column dimensions: $16$ in$.x16$ in$.$

$SDL=45psf$

$LL=80psf**$

$*$Assume no live load reduction allowed

Design the beam for shear between A and $B.$ Select stirrup sizes and spacings, making sure to provide the minimum amount of stirrups where required and indicating where stirrups are not required. Draw a cross$-$section showing the stirrup shape$/$detailing$.$ Also provide an elevation view of the beam span between A and $B$ that shows where stirrups should be located.