Natural frequency (rad/s) of mass M on the free end of a cantilever beam of negligible mass length L and flexural rigidity EI (fig.) is

1
\(\sqrt {\frac{{EI}}{{3M{L^3}}}} \)
2
\(\frac{1}{3}\sqrt {\frac{{EI}}{{M{L^3}}}} \)
3
\(\sqrt {\frac{{3EI}}{{M{L^3}}}} \)
4
\(\sqrt[3]{{\frac{{EI}}{{M{L^3}}}}}\)

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