Rotational Stiffness of Connection of Sheeting and Cold-Formed Beam

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F01%3A01068012" target="_blank" >RIV/68407700:21110/01:01068012 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Rotational Stiffness of Connection of Sheeting and Cold-Formed Beam
Original language description
Behaviour of Z- or C-shaped cold-formed beams is influenced by the rotational spring stiffness provided by sheeting, which is connected to one flange of the beam. This rotational stiffness can be determined by tests, by calculation based on tabulated values or by simplified conservative calculations. This paper gives an alternative calculation procedure that is based on flexibility of the connected structural members (sheeting and beam flange). Set of tests was executed and it served, together with other set of tests, for the evaluation of the method. Results of available calculation procedures are compared with test results and the proposed method gives the closest agreement.
Czech name
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Czech description
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Project
<a href="/en/project/GA103%2F97%2FP053" target="_blank" >GA103/97/P053: Stuctural systém composed of thin-walled could formed purlins and corrugated sheeting</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2001
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of 9th Nordic Steel Construction Conference
ISBN
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ISSN
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e-ISSN
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Number of pages
8
Pages from-to
391-398
Publisher name
Helsinki University of Technology
Place of publication
Helsinki
Event location
Helsinki
Event date
Jun 18, 2001
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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