A truss is loaded as shown in the figure. Using the following set of equations, solve for the $10$ unknown member forces, and reactions $AB,BC,AD,BD,CD,DE,CE,Ax,Ay,$ and $Ey.$ Use at least three different methods in MATLAB.

$A_x+AD=0,-24-CD-(\frac{4}{5})CE,=0$

$A_y+AB=0,-AD+DE-(\frac{3}{5})BD,=0$

$74+BC+(\frac{3}{5})BD=0,CD+(\frac{4}{5})BD,=0$

$-AB-(\frac{4}{5})BD=0,-DE-(\frac{3}{5})CE,=0$

$-BC+(\frac{3}{5})CE=0,E_y+(\frac{4}{5})CE,=0$