The Moment-area method can be implemented on a cantilever beam under a concentrated load and moment to identify the slope and deflection.

The process begins with drawing the free-body diagram of the beam and calculating the reactions at the fixed end.

Next, the bending moment diagram is drawn to determine the point where the moment equals zero.

Then, the M/EI diagram is drawn to identify areas corresponding to the segments AO and OB, assigning positive or negative signs based on their location relative to the x-axis.

The first Moment-area theorem is applied to calculate the angle between the tangents, and the second Moment-area theorem is used to determine the tangential deviation, which is equal to the first moment about a vertical axis through B of the total area between A and B.

Finally, the deflection at B is determined, which is equal to the tangential deviation. The deflected shape of the beam is then sketched for visual understanding.