$\backslash$table$[[$Table $2$: Loading values,$],[$Floor finish and ceiling services $(kPa),0\mathrm{.}5],[$Moveable partition wall load $(kPa),1\mathrm{.}3],[$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 $(kPa),4]]$

Required: Determine the value of live point load in kN on the beam $C1-C3.$