Figure $2$ shows a $3$ span RC beam analysis results of the ultimate BMD and ultimate SFD$.$ The team's cross section of $350$mmX$550$mm $($w x d$)$ us supported by columns. Characteristic compressive strength is $35$MPa.

A$)$ Design the stirrups required at span b$-$c using simplified method in shear design in accordance to design standard AS$3600.$ Assume maximum aggregate size is $20$mm$.$

B$)$ sketch the rc beam at span b$-$c and label important details for the draught person for drawing production.