Q$1.$ Consider a continuous foundation of width $B=1\mathrm{.}5m$ on a sand deposit with $C^{\text{'}}=0,{}^{\text{'}}=$

$26,$ and $=18\mathrm{.}5k\frac{N}{m^3}.$ The foundation is subjected to an eccentrically inclined load

$($Figure $1).$ Given: load eccentricity $($e$)=0\mathrm{.}15m,D_f=1\mathrm{.}8m,$ and load inclination $()=18.$

Estimate the ultimate load $Q_{u(ei)}$ per unit length of the foundation $($use table $1).$

A$.$ For a partially compensated type of loading $($using Meyerhof's effective area method$)$

B$.$ For a reinforced type of loading.

Figure $1.$ Continues foundation subjected to eccentrically inclined load

$($a$)$ partially compensated case $($b$)$ reinforced case

Table $1.$ Bearing capacity factors