MSOE Library Home	Login My List - 0 Help
	Home   Search   My Account

Basic Advanced Power History

Search:  Author KeywordsBarcodeBib No.Call Number Keyword Search (Enter part of a call number -- use wildcards)General Keyword SearchKeyword Search of Contents NotesKeyword Search of Credits Notes (Enter word or words)Keyword Search of FormatKeyword Search of Item DescriptionKeyword Search of Publisher's NameName Keyword SearchPublication Date Keyword SearchSearch Part of an ISBN NumberSearch Part of an ISSN NumberSeries Title KeywordsSubject KeywordsTitle Keywords       Refine Search     > You're searching: Walter Schroeder Library, Milwaukee School of Engineering

Item Information   Holdings       More by this author     Buckholt, Joshua     Subjects     Wood -- Tests     Steel -- Tests     Structural analysis (Engineering)     Building materials -- Testing     Composite materials     Strength of materials     MSST Project.     Browse Catalog     by author:      Buckholt, Joshua       by title:      Composite wood and s...         MARC Display

Composite wood and steel header strength analysis / Joshua Buckholt. by Buckholt, Joshua Subjects Wood -- Tests   Steel -- Tests   Structural analysis (Engineering)   Building materials -- Testing   Composite materials   Strength of materials   MSST Project. Description:  104 leaves : ill. ; 29 cm. Contents:  Thesis advisor: Dr. Douglas Stahl Committee members: Dr. Hans Peter Huttelmaier, Christopher Raebel Research description and overview -- Literature review and alternative solutions -- Laterally restrained section limit states -- Laterally unsupported limit states -- Composite header strength evaluation -- Economical cost-benefit analysis -- A: Laterally supported non-composite design table -- B: Laterally supported composite design table -- C: Laterally unsupported design table -- D: Finite element analysis input -- E: Torsional brasing sample calculation. A composite wood and steel header is evaluated and its limit states determined. Laterally supported conditions such as where the beam is continually braced by a floor or roof diaphragm and laterally unsupported conditions such as where a beam is not braced are considered. Full steel yielding, shear yielding, wood tensile and compressive, fastener, local buckling, lateral-torsional buckling, and bearing failures are considered. Code provisions are applied and the controlling limit state derived. Finite Element Analysis (FEA) is conducted to determine the effect of torsional bracing on steel lateral-torsional buckling. An overview of the features and economic benefits of competing products are evaluated. Resulting calculations and example design tables are provided.   Copy/Holding information Location Collection Call No. Status   Walter Schroeder Library Master's Theses AC805 .B826 2008 Available Add Copy to MyList Format: HTMLPlain textDelimited Subject:   Email to:

Horizon Information Portal 3.25_9885

© 2001-2013 SirsiDynix All rights reserved.