For a cantilever of length L with a uniform distributed load w per unit length, the fixed-end moment at the wall is:

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Multiple Choice

For a cantilever of length L with a uniform distributed load w per unit length, the fixed-end moment at the wall is:

Explanation:
The essential idea is to replace the distributed load by its resultant and see what moment that creates at the fixed wall. A uniform load w along the length L has a resultant force wL acting at the beam’s midpoint, a distance L/2 from the wall. The moment about the wall due to this force is wL × (L/2) = wL^2/2. Since the free end cannot resist a moment, the wall must supply this entire hogging moment. So the fixed-end moment has magnitude wL^2/2. This also matches units: w in N/m times L^2 in m^2 gives N·m. The other expressions don’t represent the correct moment for a cantilever with a uniformly distributed load.

The essential idea is to replace the distributed load by its resultant and see what moment that creates at the fixed wall. A uniform load w along the length L has a resultant force wL acting at the beam’s midpoint, a distance L/2 from the wall. The moment about the wall due to this force is wL × (L/2) = wL^2/2. Since the free end cannot resist a moment, the wall must supply this entire hogging moment. So the fixed-end moment has magnitude wL^2/2. This also matches units: w in N/m times L^2 in m^2 gives N·m. The other expressions don’t represent the correct moment for a cantilever with a uniformly distributed load.

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