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Bending Moment in Pendulum with Spring

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meca

Structural
Jul 28, 2000
128
I'm not sure of the best forum to post this question, so I thought I would try here. I have a pendulum with a spring attached. I can determine a relationship to predict the natural frequency of the system. Where I'm having trouble is finding a relationship to predict the maximum bending moment in the beam, so that I size the beam properly. I've attached an illustration. Any help would be appreciated.
 
 http://files.engineering.com/getfile.aspx?folder=4b979a49-7388-4e4a-9371-5f5bd0fda747&file=Pendulum_With_Spring.pdf
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I'm a bit confused.[ ] The text on your diagram states that the beam is NOT rigid, but the diagram itself implies that it IS rigid.[ ] If you have derived a formula for the natural frequency you must have assumed a rigid beam, because it's too hard if the beam is flexible.[ ]

For a rigid beam, the natural frequency is
omega = sqrt[(kh²+mgz)/(mz²)]
The equation of motion then becomes
theta = A*sin(omega*t) where A is the (arbitrary) amplitude of the motion.
Double-differentiate to get accelerations.

From here it is a simple exercise to employ d'Alembert's Principle to derive an algebraic expression for the bending moment you are seeking.
 
Unknown to me when I posted my reply above, this thread has been duplicated in the Structural Engineering Other forum, where it has had numerous replies.[ ] See thread507-380631.

Grrrr!
 
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