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53. Consider a simply supported (at both ends) beam subjected to loading $q_y = A \sin(\frac{2\pi x}{L}) \sin(\omega_d t)$. \newline Derive the response and arrive at a conclusion about Resonance.

          53. Consider a simply supported (at both ends) beam subjected to loading $q_y = A \sin(\frac{2\pi x}{L}) \sin(\omega_d t)$. \newline Derive the response and arrive at a conclusion about Resonance.
        
53. Consider a simply supported (at both ends) beam subjected to loading qy = A sin((2Ď€ x)/(L)) sin( t). Derive the response and arrive at a conclusion about Resonance.

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University Physics with Modern Physics
University Physics with Modern Physics
Hugh D. Young 14th Edition
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Consider a simply supported (at both ends) beam subjected to loading qy = A sin(2πx/L)sin(ωdt). Derive the response and arrive at a conclusion about Resonance.
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Transcript

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00:01 We're asked to show that if we know the static deflection of a beam under a given load, then we can determine the natural frequency of that beam.
00:14 So what we have here is we basically model this beam as a spring, and then we put a mass on that beam, and that causes the beam to deflect.
00:26 So if we have the beam here and we have some mass here, and so that causes when the beam is unstretched, this spring is, or unbent, this spring is unstretched, we put a mass on it and it sagged some.
00:38 And that amount that it sag is proportional to the weight of the mass.
00:43 And so we know that if we do our free -by diagram of this mass, we have its weight acting down...
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