Shear behaviour and strength of LiteSteel Beams with web openings

Poologanathan, Keerthan & Mahendran, Mahen (2012) Shear behaviour and strength of LiteSteel Beams with web openings. Advances in Structural Engineering, 15(2), pp. 197-210.

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Abstract

Abstract: The LiteSteel Beam (LSB) is a new cold-formed steel hollow flange channel beam recently developed in Australia. It is commonly used as a floor joist or bearer in buildings. Current practice in flooring systems is to include openings in the web element of floor joists or bearers so that building services can be located within them. Shear behaviour of LSBs with web openings is more complicated while their shear strengths are considerably reduced by the presence of web openings. However, no research has been undertaken on the shear behaviour and strength of LSBs with web openings. Therefore a detailed experimental study involving 26 shear tests was undertaken on simply supported LSB test specimens with web openings and an aspect ratio of 1.5. This paper presents the details of this experimental study and the results of their shear capacities and behavioural characteristics. Experimental results showed that the current design rules in cold-formed steel structures design codes are very conservative for the shear design of LSBs with web openings. Improved design equations have been proposed for the shear strength of LSBs with web openings based on the experimental results from this study.

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ID Code: 48919
Item Type: Journal Article
Refereed: Yes
Additional URLs:
Keywords: LiteSteel beam, Shear strength, Cold-formed steel structures, Web openings, Slender web, Hollow flanges
DOI: 10.1260/1369-4332.15.2.171
ISSN: 1369-4332
Subjects: Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500) > Structural Engineering (090506)
Divisions: Current > QUT Faculties and Divisions > Science & Engineering Faculty
Copyright Owner: Copyright 2012 Multi-Science Publishing
Deposited On: 01 Mar 2012 23:02
Last Modified: 16 Jul 2015 06:46

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