$2-$ The rectangular footings in the chart below support an axial load of $60$ kips with an eccentricity of $4$ inches east and $6$ inches south. Complete the following calculations assuming that the weight of the footing is already accounted for in the given loads. Show all calculations$(50$ points$)$

$\backslash$table$[[,$Footing Dimensions $($B $\backslash$times H$),$Units$],[,12$ft $\backslash$times $10$ft$,10$ft $10$ft$],[$Total horizontal width of kern,,,ft$],[$Total vertical length of kern,,,ft$],[$Moment $($horizontal$),,,$kip$-$ft$],[$Moment $($vertical$),,,$kip$-$ft$],[$Footprint area,,,$f{t}^2$