Question $2(1$ point$)$

A rectangular footing will be $20$ ft long and $4$ ft wide. The depth to a firm layer, H $,$ is $40$ ft $.$ The footing depth, D $,$ is $4$ ft $.$

The footing will apply a bearing pressure, q$,$ of $1\mathrm{.}5$ ksf $.$ The soil modulus, E $,$ is estimated to be $100$ ksf $.$

What is the predicted settlement using the "Elastic" method. Round your answer to the nearest $0\mathrm{.}01$ inch.

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