Q$5.$ A proposed warehouse will have design column loads

of $150$ kips. Each Column is to be supported on

a square spread forting foundation underlain by

sandy soils with the following properties: $c^{\text{'}}=,{}^{\text{'}}=35$

$=118pcf.$ A Cone penetration test for the

site is show below in a table. Maximum allouble

Settlement is $1\mathrm{.}0$ inch. immediately after Constraction.

The groundwater table is at a depth of $50$ft

and all of the footings will be located $2ft$ below

the groundsurface and the width of the forting

is $7ft.$ Does this forting meet the settlement

requirement?