Step 1: Recall the fixed end moments due to sinking/rising of a support.
For a fixed beam when one support undergoes a settlement (or rise) of \(\Delta\),
\[
M=\frac{6EI\Delta}{L^2}.
\]
Step 2: Determine the direction.
If the right support rises upward, the fixed end moment at the right support acts in the clockwise direction.
Hence,
\[
\boxed{
M_R=\frac{6EI\Delta}{L^2}
\text{ (clockwise)}
}
\]
Therefore,
\[
\boxed{(A)}
\]
is the correct answer.