Ultimate Design Load $11\mathrm{.}3k\frac{N}{m^2}$ for the slab as for the below Figure of

$4000mm$ clear span and $500mm$ wall thickness, what is the positive $($sagging$)$

design moment $M^{**}$ in $kN\frac{m}{m}$ at the mid span between two wall supports.

Express the answer to $1$ decimal place.Ultimate Design Load $11\mathrm{.}3$ kN$/$m$2$ for the slab as for the below Figure of $4000$mm clear span and $500$mm wall thickness, what is the positive $($sagging$)$ design moment M$*$ in kNm$/$m at the mid span between two wall supports. Express the answer to $1$ decimal place.