Please round to the nearest Tenth $($i$.$e$.,0\mathrm{.}1).$ No Comma!

Moist unit weight of soil, gamma $=104$ pcf

The factor of safety, FS $=3$

A square footing carries the proposed total load of $660$ kips $($Q$).$

$1.$ Allowable bearing capacity, qa $=\_\_\_\_\_\_\_\backslash$times x B psf $($only numeric value!$)$

$2.$ Required dimension, B in terms of bearing capacity $=\_\_\_\_ft$

$3.$ Required dimension, $B$ in terms of settlement $=\_\_\_\_ft$