$\backslash$table$[[$Slabs$,$Thickness of one$-$way slabs $($mm$),150],[$Thickness of two$-$way slabs,$200],[$Primary beams,Width of primary beams $($mm$),300],[$Depth of primary beams $($mm$),500],[$Secondary beams,Width of secondary beams $($mm$),300],[$Depth of secondary beams $($mm$),300],[$Brick walls,$\backslash$table$[[$Thickness of brick wall on primary$],[$beams $($mm$)],[$Height of brick walls on primary$],[$beams $($mm$)]],150]]$

$\backslash$table$[[$Table $2$: Loading values$],[$Floor finish and ceiling services $(kPa),0\mathrm{.}9],[$Moveable partition wall load $(kPa),1\mathrm{.}1],[$Unit weight of concrete $($:$4k\frac{N}{m^3}\},25],[$Unit weight of brick $(k\frac{N}{m^3}),20],[$Live load on all the slabs $(kPa),3\mathrm{.}7]]$

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