The maximum deflection of a cantilever beam of length (L) with a point load (W) at the free end is

1
\(\rm\frac{WL^3}{8 EI}\)
2
\(\rm\frac{WL^3}{3 EI}\)
3
\(\rm\frac{WL^3}{16 EI}\)
4
\(\rm\frac{WL^3}{48 EI}\)

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