The framing plan below is the typical framing plan that was used to build a $2-$storey building. The framing

plan is the same at the roof and each floor level. In the east$-$west direction, there are four bays spaced at

$10\mathrm{.}4$ m $,$ and in the north$-$south direction there are three bays spaced at $7\mathrm{.}8$ m $.$ If the total uniformly

distributed load supported by the roof is $10\mathrm{.}4$ kPa and the total uniformly distributed load supported by

each floor is $11\mathrm{.}5$ kPa $,$ calculate the total axial load on column $4$B$.$

The floor plan shown is representative of the column grid, joist layout, and girder layout, but is not

necessarily drawn to scale for the set of parameters given in the question.

Give you answer in kN to the nearest whole number.