Horizontally curved beam analysis and design

Graduate Thesis Or Dissertation

Public Deposited

Citeable URL: https://ir.library.oregonstate.edu/concern/graduate_thesis_or_dissertations/bk128d71q

Descriptions

Attribute Name	Values
Creator	Wong, Yee-chit
Abstract	This paper is a theoretical approach to solve problems of horizontally curved beams Castiglione's theorem is applied to solve for the fixed end bending moments, maximum span moments and fixed end torsional moments. To calculate the vertical deflection at the midspan of the curved beam the moment-area method is used. Equations are derived and solved by digital computer for different loading conditions and geometrical conditions. A moment distribution method is introduced for solving the problem of a multi-span horizontally curved beam.
Resource Type	Masters Thesis
Date Available	2014-03-03T18:04:31+00:00
Date Issued	1969-05-15
Degree Level	Master's
Degree Name	Master of Science (M.S.)
Degree Field	Civil Engineering
Degree Grantor	Oregon State University
Commencement Year	1970
Advisor	McClellan, Thomas J.
Academic Affiliation	Civil Engineering
Non-Academic Affiliation	Oregon State University. Graduate School
Subject	Girders Concrete beams
Rights Statement	Copyright Not Evaluated
Publisher	Oregon State University
Peer Reviewed	No
Language	English [eng]
Digitization Specifications	File scanned at 300 ppi using ScandAll PRO 1.8.1 on a Fi-6770A in PDF format. CVista PdfCompressor 5.0 was used for pdf compression and textual OCR.
Replaces	http://hdl.handle.net/1957/46314

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