Question $2$

$1$ pts

The frame shown supports a vertical uniform load of $w=180\frac{N}{m}$ and a horizontal linearly varying load as shown. Knowing that $x=1\mathrm{.}9m,$ determine the internal forces $)$ at points D and E $.$ Enter the internal moment at E below. Express your answer in $N*m$ to nearest whole $N*m.$ Remember the sign convention for internal forces, and use the correct sign.

Your written solution must show calculations for all internal forces at points D and E and calculations for the reactions at A and C $.$