Q$5.$ A simply supported beam spans $6\mathrm{.}5m$ on $300mm$ wide supports. It is required to

supported the ultimate load due to the characteristic permanent load $($including the

self weight of the beam$)G_k=25k\frac{N}{m}$ and the characteristic live load $Q_k=10k\frac{N}{m}.$

Assume that the width of web $b=300mm,$ the effective depth $d=500mm,C\frac{28}{35}$

concrete and grade $500$ steel. The beam is provided with the following reinforcement:

H$10$ stirrups $($two legs$)$ at $150mm$ spacing,

$2$ H$32$ bottom reinforcement for bending.

Check if the above shear reinforcement can resist the ultimate shear load.