Concept:
For a cantilever beam carrying a concentrated load at its free end,
- The shear force remains constant throughout the beam.
- The bending moment varies linearly from zero at the free end to a maximum value at the fixed end.
Hence, the bending moment diagram (BMD) is a triangle.
Step 1: Write the bending moment equation.
Let \(x\) be the distance measured from the free end.
The bending moment at any section is
\[
M=Wx.
\]
Thus, the bending moment varies linearly with \(x\).
Step 2: Evaluate the bending moment at important points.
At the free end,
\[
x=0,
\]
so
\[
M=0.
\]
At the fixed end,
\[
x=L,
\]
therefore,
\[
M=WL.
\]
This is the maximum bending moment.
Step 3: Identify the bending moment diagram.
Since the bending moment increases uniformly from
\[
0 \quad \text{to} \quad WL,
\]
the BMD is a triangle having its maximum ordinate at the fixed end.
Hence,
\[
\boxed{\text{The bending moment diagram is a triangle with maximum ordinate at the fixed end.}}
\]
Therefore, the correct option is
\[
\boxed{(A)\;\text{Triangle with maximum ordinate at the fixed end}.}
\]