The beam supports the distributed load shown. Determine the resultant internal loads acting on the cross section through $($just to the left of$)$ point $\backslash ($ D $\backslash ).$ The supports at $\backslash ($ A $\backslash )$ and $\backslash ($ B $\backslash )$ are both rollers. Assume the counter$-$clockwise $($CCW$)$ direction is positive. Also, the program uses the FBD for the left side of the cut.