Exercise $3-10$

Design shear reinforcement for a $5m$ simply supported beam, with an imposed point load of $80kN$ at midspan. Detail accordingly.

Characteristic materials strengths:

Concrete $,f_{cu}=30$MPa

Links Mild steel

Width of beam

Height of section

$b=300mm$

Depth of reifom $h=500mm$

Reinforcement provided

$d=460mm$

$3Y25$