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 correct. Before we finish, we'll need to solve for the external reactions. For now, we'll continue the derivation with the symbols Ay and MA.