Analyze the truss shown in the figure below using ABAQUS. All members are circular steel rods with diameter $\backslash ($ d$=5\backslash$mathrm$\{$~mm$\},$ E$=200\backslash$mathrm$\{$GPa$\}\backslash )$ and $\backslash ($

u$=0\mathrm{.}3\backslash ).$

Submit a summary page with the following information and results

$($a$)$ The vertical displacement of point C$,$ in mm$.$ Compare the displacement with that obtained using Matlab $($refer to ExampleTruss$2.$m$).$

$($b$)$ The horizontal displacement of point E $,$ in mm $.$

$($c$)$ The axial stress $($S$11)$ in member BD$,$ in MPa. Compare the axial stress with the value obtained using Matlab.

Attach the following intermediate ABAQUS screenshots that show

$1.$ the boundary conditions and applied loads,

$2.$ the deformed shape of the truss,

$3.$ the value of the vertical displacement at $\backslash ($ C $\backslash ),$ and

$4.$ the value of the axial stress S$11$ in member BD