Step 1: Understanding the Concept:
A cantilever beam is rigidly fixed at one end and unsupported (free) at the other end.
Boundary conditions dictate that displacement and slope are zero at the fixed end.
Step 2: Key Formula or Approach:
For a cantilever of length \(L\) under a uniformly distributed load \(w\), the deflection \(y(x)\) at any distance \(x\) from the fixed support is:
\[ y(x) = \frac{wx^2}{24EI} (6L^2 - 4Lx + x^2) \]
Step 3: Detailed Explanation:
Evaluating deflection at key locations:
- At the fixed support (\(x = 0\)):
\[ y(0) = 0 \]
- At the free end (\(x = L\)):
\[ y(L) = \frac{wL^4}{8EI} \]
Since the beam bends downward away from the fixed support, the deflection increases continuously from zero at the fixed end to its maximum value at the free end.
Step 4: Final Answer:
The correct option is 4, which corresponds to "At the free end".