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What type of vibration is significant in a continuous system?
What happens when the boundary conditions of a beam change?
What are the assumptions made in Euler Bernoulli beam theory?
What is an important concept in understanding beam vibrations?
The solution of the free vibration problem is obtained in terms of which functions?
What is significant in determining the natural frequencies and mode shapes of the beam?
What are non-classical boundary conditions?
What is the frequency equation used for?
What is considered in the analysis of the free transverse vibration of the beam?
What are the practical problems where non-classical boundary conditions can occur?