Question $4(1$ point$)$

The floor plan below is being used to build a six storey building. The east$-$west

column spacing is $A=10\mathrm{.}0m$ and the north$-$south column spacing is $B=7\mathrm{.}6m.$ The

total uniform load on this floor is $11\mathrm{.}4$ 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.

Your Answer: