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Correct Answers are supposed to be: P$2.$ Internal Forces at Midspan of AB: V$=11\mathrm{.}9$k$,$ N$=11\mathrm{.}85$k $($T$),$ M$=95\mathrm{.}4$ k$-$ft; In Member AB$,$ V $=0$ at x$=10\mathrm{.}4$ft from A$,$ Mmax $=124$ k$-$ft; In Member BE$,$ Mmin $=-119$ k$-$ft just to the left of D$.$

Using a cut and clear FBD$,$ calculate the shear, moment, and axial forces at

the midspan of member AB$.$ Then, draw shear and moment diagrams for

each member of the frame shown below. $C$ is an internal hinge. Assume $B$

and $D$ are rigid connections.