$In-$class Example $2$

Calculate the gross allowable bearing capacity $(q_{\text{a}\text{l}\text{l}})$ for the foundation shown below

Given:

$H_1=3ft$

$H_2=5ft$

$B=8ft$

$L=10ft$

$Y=103l\frac{b}{f}{t}^3$

$Y_{\text{s}\text{a}\text{t}}=115l\frac{b}{f}{t}^3$

$C^{\text{'}}=0psf$

$Q=32$

$FS=3\mathrm{.}0$