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Question

Consider a cantilever beam, having negligible mass and uniform flexural rigidity, with length 0.01 m. The frequency of vibration of the beam with a 0.5 kg mass attached at the free tip, is 100 Hz. The flexural rigidity (in Nm2) of the beam is

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Solution

Pmg=0.5×9.81=4.905 N
L=0.01m,fn=100 Hz
ωn=2πfn=628 rad/s
ωn=km
or k=mω2n=0.5×(628)2=197192N/m
δ=PL23EI
Pδ=3EIL3
or EI=Pδ×L33
=197192×(0.01)33=0.06573 Nm2

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