For given Ultimate Design Load for the slab $10k\frac{N}{m}2$ and clear span $3\mathrm{.}5$ m $,$

what is the positive $($sagging$)$ design sagging moment $M^{*}$ for the slab in

$kN\frac{m}{m}$ at B $($end span$)$ as for the Figure below.

Express the answer to $1$ decimal place.

Continuous one way slab

One way slab$-($Beam and Slab Arrangement$)$

Clear span $=a$: Beam width $=400mm$