Just answer ASAP, no work required! C$.$ For questions $9$ through $12,$ consider the frame below, loaded with a uniform load between $B$ and $C$ and a concentrated horizontal force acting at $C.$ The frame is supported by a rocker at A and a hinge at $D.$ There are no internal hinges. Do not include the given moments of inertia in the calculations.

werermine the horizontal component of the reaction at $D$ in kips.

$($a$)0$

$($b$)2$ to the right

$($c$)13$ to the right $($d$)17$ to the left

Find the maximum moment in member $BC$ in kip$-$feet.

$($a$)-2\mathrm{.}00$

$($b$)13\mathrm{.}00$

$($c$)17\mathrm{.}00$

$($d$)48\mathrm{.}17$

With the origin at $B,$ write the moment equation, in kip$-$feet, for between $B$ and $C,$ with $x$ increasing as one moves towards $C.M_{DC}=$dots

$($a$)0$

$($b$)17-3x$

$($c$)x^2+13$

$($d$)17x-1\mathrm{.}5x^2$

Determine the moment at $C$ in kip$-$feet.

$($a$)48\mathrm{.}17$

$($b$)20\mathrm{.}00$

$($c$)17\mathrm{.}00$

$($d$)-13\mathrm{.}00$