Strength of Materials Deflection of Beam

Maximum deflection for a cantilever of span L loaded at the free end by P is given by

1
\(\frac{PL^2}{3 \ EI}\)
2
\(\frac{PL^2}{6 \ EI}\)
3
\(\frac{PL^3}{8 \ EI}\)
4
\(\frac{PL^3}{3 \ EI}\)

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