Beam deflections by integration method

To derive the moment equation M(x) for this beam, begin by drawing a free-body diagram (FBD) that is representative of the beam in the interval 0 ≤ x ≤ L.

Beam deflections by integration method

This FBD is incomplete. All forces and moments acting on the free body must be shown. This FBD, however, does not show the beam reactions at A.