Work example WE $1-1$:

Fig. WE $1-1$ shows a generic $37\mathrm{.}5m37\mathrm{.}5m$ normal$-$weight reinforced concrete structure comprising ten floors with a $4\mathrm{.}5m$ storey height and five $7\mathrm{.}5m7\mathrm{.}5m$ bays in each direction. The building is designed to Eurocode $2,$ and represents a commercial office building. The characteristic loads are assumed to be:

$\backslash$table$[[$Self$-$weight $($including slabs,,$],[$beams and columns$)$:$,7\mathrm{.}5k\frac{N}{m^2}$