$2\mathrm{.}2$ The following beam has been designed based on the strength requirement. For the

beams shown in Fig $5$:

Calculate maximum deflection of the beams

Check the suitability of the section assuming the code limitation af $\frac{L}{240}.$

If maximum deflection doesn't meet the code requirement, prapose your solution

Span details

Beam clear span

Bearing length

Beam effective span

Timber: $E=8712\frac{N}{m}{m}^2$

Fig. $5$ Deflection in simply supported beams