Several Stress Resultant and Deflection Formulas for Euler-Bernoulli Beams under Concentrated and Generalized Power/Sinusoidal Distributed Loads

In the present paper, the transfer matrix method based on the Euler-Bernoulli beam theory is exploited to originally achieve some exact analytical formulas for classically supported beams under both the concentrated and generalized power/sinusoidal distributed loads. A general solution procedure i...

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Bibliographic Details
Main Author: Vebil Yıldırım
Format: Article
Language:English
Published: Akdeniz University 2018-08-01
Series:International Journal of Engineering and Applied Sciences
Subjects:
Online Access:http://dx.doi.org/10.24107/ijeas.430666