Exercise $3-9$

Design shear reinforcement for a $6m$ simply supported beam, with a uniformly distributed dead load of $40k\frac{N}{m}$ and a uniformly distributed imposed load of $12k\frac{N}{m}.$ The dead load includes self$-$weight. Detail accordingly.

Characteristic materials strengths:

Concrete $f_{cu}=30$MPa

Links Mild steel

Width of beam $b=300mm$

Width of support $b_{\text{s}\text{u}\text{p}}=300mm$

Reinforcement depth $d=550mm$

Reinforcement provided $2Y25$