Please complete the following tables with the final values.

Question # $1$: The second storey of an office building consists of a composite steel deck $75mm$ deep with a $65mm$ concrete cover $($normal density cover$).$ The floor is topped with $\frac{3}{4}"$ Plywood and $\frac{3}{4}"$ hardwood. The composite steel deck It also supports ducts$/$pipes$,$ wiring, and fireproofing. Due to occupancy, allow a live load of $2\mathrm{.}1$kPa and a dead load of $1\mathrm{.}2$kPa for partitions.

a$)$ Determine the total dead load supported by the composite steel deck

b$)$ Determine the total factored combined load of ultimate limit states

c$)$ Determine the load for serviceability criteria of the following:

Deflections are limited to L$/360$ under live loads or L$/240$ under total load, whichever governs.