Problem $2.$ For the rectangular footing $(2\mathrm{.}4m3m)$ shown below, if $e=0\mathrm{.}35m$ and $q_{\text{m}\text{a}\text{x}}=380k\frac{N}{m^2}.$ Calculate the factor of safety $($F$.$S$.)$ against bearing capacity using Meyerhof Eqs., and determine whether the design is good or not. $($please fill in the given gabs$).$