Vibrations problem - Deriving the natural frequencies

AI Thread Summary
The discussion focuses on deriving the governing equation for the natural frequencies of transverse vibrations in a thin beam connected to linear springs at both ends. Participants suggest using the beam equation and relevant principles such as flexural stiffness (EI) and Hooke's law. The beam equation provided is EI d^4u/dx^4 = w(x), which relates to the beam's deflection under load. The conversation emphasizes the need to incorporate boundary conditions to accurately derive the natural frequencies. Overall, the thread seeks clarity on the application of these equations to solve the problem effectively.
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Homework Statement



A thin beam of length L (flexural Stufness EI, cross-sectional area A, density p) is connected to a linear spring of stiffness K_s at each end. Derive the governing equation for the natural frequencies of transverse vibrations from the beam equation and boundary conditions

Homework Equations



Not sure

The Attempt at a Solution



I am really not sure how to start this one, can someone help please
 

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Try to use
Flexural stiffness definition (EI=E*I/L),
Hooke's law (F=-kx)
Beam equation
\frac{\partial^2}{\partial x^2}\left(EI \frac{\partial^2 u}{\partial x^2}\right) = w
, in the simple case
EI \frac{d^4 u}{d x^4} = w(x)

See also http://en.wikipedia.org/wiki/Beam_equation
 
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