Figure below shows the structural layout for a multi$-$storey building.

$\backslash$table$[[$Table $2$: Loading values,$],[$Floor finish and ceiling services $(kPa),1],[$Moveable partition wall load $(kPa),1],[$Unit weight of concrete $(k\frac{N}{m^3}),25],[$Unit weight of brick $(k\frac{N}{m^3}),20],[$Live load on all the slabs $(kPa),4\mathrm{.}2]]$

Required: Determine the value of UDL dead load in $k\frac{N}{m}$ on the beam $B2-C2.$

Note: Write your answer up to two decimal places: