Question $19$

$\frac{0}{12}$ pts

Use the modified general ultimate bearing capacity equation to determine the gross allowable load per unit area $(q_{\text{a}\text{l}\text{l}})$ that the rectangular footing can carry $($in psf$).$ Assume general shear failure. Given:

$=115pcf$

$c^{\text{'}}=1000$ psf

${}^{\text{'}}=30$

$D_f=4ft$

$B=4ft$

$L=6ft$

Factor of Safety $=3\mathrm{.}0$

Bearing Capacity Tables and Equations.pdf