Cold-formed steel Back to Back Lipped Channel Section with and without web holes-Web crippling Behavior

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Paper Details

Paper Title

Cold-formed steel Back to Back Lipped Channel Section with and without web holes-Web crippling Behavior

Authors

T.Soundharya, D.Gowsika, R.Kamalambigai

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Abstract

Cold- formed steel sections are used as wall studs (or) floor joists,rafters and trusses,such sections include web holes for ease of installation.Cold-formed steel design codes does not consider the effect of such web holes.In this paper,combination of theoretical tests, experimental tests and finite element analyses are used to investigate the effect of such holes on web crippling under concentrated loading conditions.A good agreement between the theoretical, experimental tests and finite element analyses was obtained.The finite element models are used for the purposes of parametric study on effect of different size and position of web holes.The main factors influencing the web crippling strength are,the ratio of the depth of hole to the depth of web.In this paper recommendations for web crippling strength reduction factors are proposed.

Keywords- Cold Formed Steel, Finite Element, Cripple Strength, Steel Design

Publication Details

Unique Identification Number - IJEDR1701031
Page Number(s) - 192-197
Pubished in - Volume 5 | Issue 1 | February 2017
DOI (Digital Object Identifier) -
Publisher - IJEDR (ISSN - 2321-9939)

Cite this Article

T.Soundharya, D.Gowsika, R.Kamalambigai, "Cold-formed steel Back to Back Lipped Channel Section with and without web holes-Web crippling Behavior", International Journal of Engineering Development and Research (IJEDR), ISSN:2321-9939, Volume.5, Issue 1, pp.192-197, February 2017, Available at :http://www.ijedr.org/papers/IJEDR1701031.pdf

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