The static deflection of a cantilever beam is described by xy = P/(6EIA) y2 (3L - y)
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xy = P/(6EIA) y2 (3L - y)
Where P is the load applied at the end of the beam, and xy is the vertical deflection at a point a distance y from the support (Figure). Obtain an expression for an equivalent mass located at the end of the beam.
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The equation given in the problem statement is The deflection x L at the end of the beam w...View the full answer
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