Determine resultant internal loadings in the beam at points $D$ and $E.($Point $E$ is just to the left of the $16-$kip load$)$

Answers:

$N_D=0$

$V_D=18\mathrm{.}0$kip

$M_D=65\mathrm{.}0$kip$*ft$

$N_E=0$

$V_E=8\mathrm{.}00$kip

$M_E=64\mathrm{.}0$kip$*ft$