Hi. You can find these information here:

http://faculty.uml.edu/pavitabile/22.403/web_downloads/Frequencies_of_Common_Systems.PDF

Regards,

SB

Hi. You can find these information here:

http://faculty.uml.edu/pavitabile/22.403/web_downloads/Frequencies_of_Common_Systems.PDF

Regards,

SB

Hello,

If you want a more detailed explanation of the procedure, you cand find it attached here.

Hello Ryan,

Dr. Borisyuk is really right when he notes that I made a mistake. I take the third derivative (related to shear) but is should be the second derivative. Please, find attached the correction... that gives the same result (if there is not a mistake, I hope!).

Greetings,

Google the question and you will be taken to the qnswer.

oh, oh...

I uplowded the wrong file...

Thankyou, Dr. Borisyuk!

Follow the principle of equating the Max KE and Max PE of the beam.

Resonant frequency of a simple supported beam:

Shape and frequency are interlinked.

Elasticity

Moment of Interia

Length of beam

Mass

radius

if all those values are known, it can be calculated by the formula:

omega r= radius square x pai square x root of elasticity and moment of interita(numerator ) divided by mass and length of beam(denominator)

or frequency= Kn /2pai x root of elasticity multiplied inertia divided by mass and length of beam(denominator)