The T$-$beam shown in Fig.

Loads: $g=20k\frac{N}{m}$ and $q=15k\frac{N}{m}$

Materials: C$20$ and S$420($longitudinal bars and stirrups$)$

Cross$-$sectional dimensions of the beams are given in Fig. Columns are $500500mm.$ The end moments $($at support face$)$ for beams, obtained from analysis are given below $($directions of moments are shown in Fig.$)$

$M_{g1}=20kN*m,M_{q1}=50kN*m,M_{g2}=30kN*m$ and $M_{q2}=100kN*m$

Design the shear reinforcement.

The beam is a member of a frame which does not contribute to seismic resistance.

Note: All dimensions in $mm$