Rotational Stiffness of Connection of Sheeting and Cold-Formed Beam

Result code in IS VaVaI

RIV/68407700:21110/01:01068012 - isvavai.cz

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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Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

GA103/97/P053: Stuctural systém composed of thin-walled could formed purlins and corrugated sheeting

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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