$(10$ points$)$ The strut is subjected to a vertical shear $V=100kN.$ Plot the shear stress distribution acting over the cross$-$sectional with corresponding labels and units, and compute the resultant shear force developed in the vertical segment AE without integrating. The moment of inertia of the section is $I=3\mathrm{.}8385{10}^{-4}{m}^4.($You do not lave to calculate the inertia. It is given.$)$ The centroid can be found from symmetry.

$\backslash$table$[[$Section$,$Q $($m $($:${?}^3\},$Shear Stress $($MPa$)],[$A$-$A$,,],[$B$-$B$,,],[$Neutral Axis,,$],[$C$-$C$,,],[$D$-$D$,,]]$