It is requested to determine the safe support load capacity, qnet $($FS $=3)$ of a sandhomogeneous for a rectangular footing $2\mathrm{.}5$ m wide and $4$ m long located at$2\mathrm{.}0$ m depth using the general Meyerhof equation. The water tablematches the foundation level. The unit weight of the soil above the NF is $18$kN$/$m$^3$ and the one below the NF corresponds to $20$ kN$/$m$^3.$ The resistance parameters ofthe sand are C $=0$ and angle$=30\backslash$deg $.$ Consider that the resultant of the load acts at $0\mathrm{.}10$ mfrom the center and has an inclination of $10\backslash$deg with respect to the vertical.