$\backslash$table$[[$Table $2$: Loading values,$],[$Floor finish and ceiling services $(kPa),0\mathrm{.}6],[$Moveable partition wall load $(kPa),1\mathrm{.}4],[$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 $(kPa),2\mathrm{.}7]]$

Required: Determine the value of Ultimate Limit State $($ULS$)$ moment $($in kN$-$m$)$ in the long direction for slab S$7$ for one meter width along the edge A$3-$A$4.$