Example $16\mathrm{.}7$

Refer to Figure $16\mathrm{.}13.$ A continuous footing is supported by a granular soil. The

footing is subjected to an eccentrically inclined load. Given for the footing:

$B=2m,e=0\mathrm{.}2m,D_f=1\mathrm{.}5m,$ and $=10.$ Given for the soil; ${}^{\text{'}}=40,c^{\text{'}}=0,$

and $=16\mathrm{.}5k\frac{N}{m^2}.$

Determine $Q_{u(ei)}$

a$.$ Using Eq$.(16\mathrm{.}52)$