A rectangular footing $2\mathrm{.}5m2\mathrm{.}5m$ at depth of $2m$ is supporting a total load $P.$ The saturated unit weight of the soil is ${}_{\text{s}\text{a}\text{t}}=18k\frac{N}{m^3}.$ The water table is located at the ground surface. Determine the maximum load $P$ from structure and check the contact pressure due to applied load that the footing can support with eccentricity $0\mathrm{.}2m$ in Bdirection and the over design factor is $2\mathrm{.}4.*$Use Eurocode $7$ GEO limit state, using Design Approach $1($Combination $1).$

$(20$ marks$)$