The beam below is subject to a point load $P=12kN$ at $x=1\mathrm{.}5m($from A$)$ and uniformly distributed load $w=9\mathrm{.}4k\frac{N}{m}$ from $x=3\mathrm{.}0m$ to $x=6\mathrm{.}0m.$

Calculate the reactions and $\{$:$R_{By})$ at the supports A and $B.$ Determine the shear force $V_C$ at $C.$

$R_{Ay}=$

margin of error $0\mathrm{.}1kN,$ positive upwards sign convention

$R_{By}=$

margin of error $0\mathrm{.}1kN,$ positive upwards sign convention

$V_C=$ margin of error $0\mathrm{.}1kN,$ magnitude only