The hinged beam has a fixed end at A and roller supports at $E$ and $B($the rigid link assembly at B acts as a roller on the beam at B $).$ Internal hinges in the beam are at C and D$.$ Find the reactions.

Note: Member CD is a two$-$force member and therefore can only cary axial force. There is no shear force in the member anywhere including cuts at C and D $($internal forces Cy and Dy are zero$).$

Use the following values for dimensions and forces. Ensure to clearly report your Student Factor $($SF$)$ in both your assignment solution and the space in this question below.

$\backslash$table$[[$Component$,$Value,Unit$],[$a$,0\mathrm{.}6+S\frac{F}{100},$m$],[$b$,0\mathrm{.}1+S\frac{F}{100},$m$],[$c$,1\mathrm{.}2+S\frac{F}{100},$m$],[$d$,0\mathrm{.}5+S\frac{F}{100},$m$],[$e$,0\mathrm{.}5+S\frac{F}{100},$m$],[$w$,4\mathrm{.}0+S\frac{F}{100},k\frac{N}{m}$

$($SF$=136)$