Design Bending Resistance of Thin-Walled Steel Beams with Respect to Lateral Torsional Buckling ? Methods of Calculation
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU102409" target="_blank" >RIV/00216305:26110/12:PU102409 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Design Bending Resistance of Thin-Walled Steel Beams with Respect to Lateral Torsional Buckling ? Methods of Calculation
Original language description
This paper deals with the problems of analysis and design of perforated thin-walled steel Sigma beams used in the storage systems and expedient flooring structures, in general. The Sigma beams are generally use as a floor girders which are subjected to the bending. In some cases the beams are not laterally restraint and the effect of lateral torsional buckling may occur. In the current engineering practice several design procedures are used to determine the bending resistance with respect to lateral torsional buckling. In this paper two of the procedures, which are commonly used in the practice, are described and their results are mutually compared. The design bending resistances calculated according to both methods are experimentally verified on the case of simply supported beam loaded with two concentrated loads in thirds of the span.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GAP105%2F12%2F0314" target="_blank" >GAP105/12/0314: Lateral-torsional buckling of thin-walled steel beams with holes</a><br>
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of the 3rd European Conference on Civil Engineering (ECCIE '12)
ISBN
978-1-61804-137-1
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
254-259
Publisher name
WSEAS Press
Place of publication
Paris
Event location
Paris
Event date
Dec 2, 2012
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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