In a cantilever beam of length L subjected to a uniform distributed load w over its entire span, maximum deflection occurs at the free end and is equal to:
Aw * L^4 / (3 * E * I)
B5 * w * L^4 / (384 * E * I)
Cw * L^4 / (8 * E * I)
Dw * L^4 / (48 * E * I)
Explanation
For a cantilever beam of length L carrying a uniform distributed load w over its entire length, maximum deflection occurs at the unsupported free end and is given by δ_max = (w * L^4) / (8 * E * I).
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