Optimum structural design, beam-columns

Tantayanondkul, Prasert

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dc.contributor.author	Tantayanondkul, Prasert
dc.contributor.other	Youngstown State University, degree granting institution.
dc.contributor.other	Youngstown State University. Rayen School of Engineering.
dc.date.accessioned	2020-08-04T16:37:54Z
dc.date.available	2020-08-04T16:37:54Z
dc.date.issued	1972
dc.identifier.other	905709498
dc.identifier.other	b1679254
dc.identifier.uri	https://jupiter.ysu.edu/record=b1679254
dc.identifier.uri	http://hdl.handle.net/1989/15633
dc.description	xv, 120 leaves : illustrations ; 29 cm Thesis M.S. Youngstown State University 1972. Includes bibliographical references (leaf 120).	en_US
dc.description.abstract	The purpose of this thesis was to derive the equations for optimum design of slender beam-columns by analytical methods. Design charts for simply supported steel beam columns have been constructed from the equations that were derived. Techniques which lead to fully stressed solutions were employed. The algebraic techniques which are tedious and difficult to handle are presented along with design charts and optimum design equations. From these equations and design charts, it is relatively easy to design a specific form of beam-column to optimum state without using trial and error techniques.	en_US
dc.description.sponsorship	Youngstown State University. Rayen School of Engineering.	en_US
dc.language.iso	en_US	en_US
dc.publisher	[Youngstown, Ohio] : Youngstown State University, 1972.	en_US
dc.relation.ispartofseries	Master's Theses;no. 0043
dc.subject	Girders -- Mathematical models.	en_US
dc.subject	Girders -- Testing.	en_US
dc.subject	Structural engineering.	en_US
dc.title	Optimum structural design, beam-columns	en_US
dc.type	Other	en_US

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