Consider a n $=3-$storey building, Bx $=36$ m and By $=14$ m on plan, which is divided into Nx $=6$ bays in the building's long direction and Ny $=2$ bays in its short direction. The height of each storey is h $=3\mathrm{.}2$ m$.$ The roof and floors of the building are $275$ mm thick. Shear walls, intended to resist overturning are located at both ends of the building and are t$=300$ mm thick by bw$=4$ m wide on plan. The following characteristic imposed$/$wind actions act on the building:

Roof loading $=0\mathrm{.}6$ kPa

Office floor loading $=2\mathrm{.}5$ kPa

Partition loading $=0\mathrm{.}8$ kPa

Wind $($horizontal$)$ loading $=1\mathrm{.}15$ kPa

The characteristic weight density of reinforced concrete is $\backslash$gamma c$=25$ kN$/$m$3.$

Calculate the design value of actions according to EN $1990,$ in

a way that is suitable for the geotechnical design of foundations. Select a suitable type of foundation out of the isolated shallow foundation, strip foundation, or mat foundation and carry out the geotechnical design according to EN $1997$ in the soil profile shown.

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