The floor plan below is being used to build a six storey building. The east$-$west column spacing is $A=11\mathrm{.}8$

m and the north$-$south column spacing is $B=7\mathrm{.}0m.$ The total uniform load on this floor is $9\mathrm{.}1$ kPa $.$

Calculate the magnitude of a typical point load acting on a typical interior girder $($eg$.,$ the girder highlighted

in red$).$

Give you answer in kN to the nearest whole number.