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Deflection of Curved Beams: Castigliano's Second Theorem /

This video illustrates an example in Roarks' Formulas for Stress and Strain on deflection of curved beams. The displacements in a thin fixed-free arch with end loads is analyzed using Castigliano's 2nd Theorem.

Détails bibliographiques
Cote:Libro Electrónico
Auteur principal: Pitarresi, James
Format: Électronique Vidéo
Langue:Inglés
Publié: New York, N.Y. : McGraw-Hill Education LLC., c2012.
Collection:McGraw-Hill's AccessEngineering.
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