Q$8$: The beam below is a W$18$x$71$ wide flange steel section bent about its strong$-$axis. It is rigidly connected to the support at A$.$ The magnitude of the maximum deflection in the beam below due to the applied loads $($ignore self$-$weight$)$ is most nearly:

$($A$)0\mathrm{.}01$ in

$($B$)0\mathrm{.}05$ in

$($C$)0\mathrm{.}09$ in

$($D$)0\mathrm{.}12$ in