For a cantilever beam carrying a point load \( P \) at the free end, the bending moment (BM) at any point along the beam is given by: \[ M = P \times x \] where \( x \) is the distance from the fixed end.
At the fixed end, the distance is zero, so the bending moment at the fixed end is: \[ M_{{fixed}} = P \times L = PL \] where \( L \) is the length of the beam.
At the free end, the bending moment is zero because the load is applied at that point. Therefore, the bending moment at the fixed end is \( PL \).
Thus, the correct answer is PL at the fixed end of the cantilever beam.