Macaulay's method for a Timoshenko beam

The Macaulay bracket notation is familiar to many engineers for the deflection analsyis of a Euler-Bernoulli beam subject to multiple or discontinuous loads. An expression for the internal bending moment, and hence curbature, is valid at all locations along the beam, and the deflection curve can be...

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Bibliographic Details
Main Author: Stephen, N.G (Author)
Format: Article
Language:English
Published: 2007-10.
Subjects:
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