Consider an eccentrically loaded continuous foundation supported by a granular soil. Given: B $=1\mathrm{.}5$ m$,$ Df $=0\mathrm{.}75$ m$,$ load eccentricity e $=0\mathrm{.}15$ m$,$ unite weight of soil $=17$ kN$/$m$3,$ friction angle$=30$deg $,$ and c$\text{'}=0.$ Use the reduction factor method and determine the ultimate bearing capacity that the foundation can carry.

Qu$=$ kN$/$m$2$