Solve the flexure problem without twist of an elastic beam of elliptical section as shown in Fig.
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Solve the flexure problem without twist of an elastic beam of elliptical section as shown in Fig. 9.7 with Py = P. Show that the stress results reduce to (9.9.9) for the circular case with a = b.
Fig 9.7
Equation 9.9.9
Transcribed Image Text:
a X
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Related Book For
Elasticity Theory Applications And Numerics
ISBN: 9780128159873
4th Edition
Authors: Martin H. Sadd Ph.D.
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