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The plan and elevation view of a multistorey office building proposed for construction in downtown Hamilton $($ON$)$ is shown in the figures below. Figure $2$ shows the slab layout with a grid of $0\mathrm{.}200\mathrm{.}40$ m reinforced concrete columns supporting a $0\mathrm{.}25$ m thick reinforced concrete slab. The slab has an opening in the middle as shown. Figure $3$ shows the elevation view of the building. If the concrete used in the columns and the slabs has a unit weight of $25$ kN$/$m$3,$ determine: $3.$ The total dead load carried by the footings A$1,$ A$2,$ B$2,$ and C$4.4.$ The total live load carried by the footings A$1,$ A$2,$ B$2,$ and C$4($See next page for live load values based on the National Building Code of Canada$)$

The plan and elevation view of a multistorey office building proposed for construction in downtown

Hamilton $($ON$)$ is shown in the figures below. Figure $2$ shows the slab layout with a grid of $0\mathrm{.}20$xx$0\mathrm{.}40$

m reinforced concrete columns supporting a $0\mathrm{.}25$m thick reinforced concrete slab. The slab has an

opening in the middle as shown. Figure $3$ shows the elevation view of the building. If the concrete

used in the columns and the slabs has a unit weight of $25$kN$//$m$^(3),$ determine:

The total dead load carried by the footings A$1,$A$2,$B$2,$ and C$4.$

The total live load carried by the footings A$1,$A$2,$B$2,$ and C$4($See next page for live load

values based on the National Building Code of Canada$)$