A three$-$storey building has interior columns spaced $8$ m apart in two perpendicular directions.

Given design loads:

Roof: $DL=6$kPaLL$=0$

Floor: $DL=8$kPa $($typical each floor$)$

$LL=2\mathrm{.}5$kPa $(3$rd floor$)$

$LL=7$kPa $(2$nd floor$)$

In accordance with NSCP $2015$ provision: Sec. $205\mathrm{.}6$

As an alternate to Equation $(205-1),$ the unit live loads set forth in Table $205-1$ may be reduced in accordance with Equation

$(205-3)$ on any member, including flat slabs, having an influence area of $40m^2$ or more.

$L=L_o(0\mathrm{.}25+\frac{4\mathrm{.}57}{\sqrt[\phantom{2}]{A_{\text{I}}}}),(205-3)$

where $L_0=$ unreduced design live load per square meter of area supported by the member

$A_{\text{I}}=$ influence area

$L=$ reduced design live load per square meter of area supported by the member

The influence area $A_{\text{I}}$ is four times the tributary area for a column, two times the tributary area for a beam, equal to the

panel area for a two$-$way slab, and equal to the product of the span and the full flange width for a precast T$-$beam. The

reduced live load shall not be less than $50$ percent of the unit live load Lo for members receiving load from one level only,

nor less than $40$ percent of the unit live load Lo for other members.

Based on the tributary area of an interior column, what is the total axial load on a column at the second floor due to the

service live load?