The factored compressive load $($Pu$)$ on Column F$-6$ for the following. $[2$ points$]$

a$.$ The live load is patient rooms

b$.5-$in$.$ thick concrete slab $($unit weight $=150$ pcf$)$

c$.$ Joist self$-$weight $(8-$in$.$ x $15-$in$.$ joist; unit weight $=150$ pcf$)$

d$.$ Girder self$-$weight $=450$ lbs$/$ft

e$.$ Second floor flooring: Hardwood flooring

f$.$ First floor ceiling: Suspended steel channel system plus a mechanical duct allowance

Note: For this column, only compute the compressive load due to the second$-$floor loading as described here.

You do not need to consider roof loading.