Structural Design Loading

The design for a multi storey structure has the loading shown in Table $6\mathrm{.}1.$

$\backslash$table$[[$Permanent$,],[$Floor coverings,$0\mathrm{.}2$ kPa$],[$Partitions$,0\mathrm{.}4$ kPa$],[$Services$,0\mathrm{.}1$ kPa$],[$Ceiling$,0\mathrm{.}15$ kPa$],[200$ mm thick concrete slab,$24\mathrm{.}6k\frac{N}{m}3$