For a prismatic beam with the far end fixed and the near end subjected to a moment causing rotation, the required moment for unit rotation (without translation) can be calculated using the following equation:
\[
M = \dfrac{4EI}{L}
\]
where:
- \( E \) is the Young's modulus of the material,
- \( I \) is the moment of inertia of the beam section,
- \( L \) is the length of the beam.
This equation represents the moment required to rotate the near end through a unit angle while the far end remains fixed.