1.

The fundamental natural frequency of the cantilever beam with point load P acting at the free end, in rad/sec is

A. \(\sqrt {\frac{{3EIg}}{{P{L^3}}}}\)
B. \(\sqrt {\frac{{P{L^3}}}{{3EIg}}}\)
C. \(\frac{1}{{2\pi }}\sqrt {\frac{{3EIg}}{{P{L^3}}}}\)
D. \(\frac{1}{{2\pi }}\sqrt {\frac{{P{L^3}}}{{3EIg}}}\)
Answer» B. \(\sqrt {\frac{{P{L^3}}}{{3EIg}}}\)


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