Concept:
The tendon profile in a prestressed concrete member is selected so that the prestressing force counteracts the bending moments produced by external loads.
Therefore, the tendon is curved in such a way that its eccentricity varies according to the bending moment along the member.
\[
\boxed{
e \propto M
}
\]
where
\[
e=\text{Eccentricity of tendon},
\]
\[
M=\text{Bending moment}.
\]
Step 1: Understand tendon profiling.
The tendon is placed with greater eccentricity where bending moments are larger and with smaller eccentricity where moments are lower.
This improves structural efficiency.
Step 2: Identify the corresponding diagram.
Since tendon eccentricity follows the variation of bending moment,
\[
\boxed{\text{The tendon profile follows the bending moment diagram}.}
\]
Therefore, the correct option is
\[
\boxed{(C)\;\text{Bending moment diagram}.}
\]