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Design of Cold-Formed Unlipped Channels Subjected to Web Crippling

B. Young / G. J. Hancock

The report presents a series of tests on cold-formed unlipped channels subjected to web crippling. The tests were conducted under the four loading conditions specified in the Australian/New Zealand Standard (AS/NZS 4600, 1996) and the American Iron and Steel Institute (AISI, 1996) Specification for cold-formed steel structures. The four specified loading conditions are the End-One-Flange (EOF), Interior-One-Flange (IOF), Ent-Two-Flange (ETF) and Interior-Two-Flange (ITF) loading. The loading of concentrated load or reaction forces were applied by means of bearing plates which acted across the full flange widths of the channels. The web slenderness values of the channel sections ranged from 15.3 to 45.

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Design of Cold-Formed Unlipped Channels Subjected to Web Crippling

B. Young / G. J. Hancock

The report presents a series of tests on cold-formed unlipped channels subjected to web crippling. The tests were conducted under the four loading conditions specified in the Australian/New Zealand Standard (AS/NZS 4600, 1996) and the American Iron and Steel Institute (AISI, 1996) Specification for cold-formed steel structures. The four specified loading conditions are the End-One-Flange (EOF), Interior-One-Flange (IOF), Ent-Two-Flange (ETF) and Interior-Two-Flange (ITF) loading. The loading of concentrated load or reaction forces were applied by means of bearing plates which acted across the full flange widths of the channels. The web slenderness values of the channel sections ranged from 15.3 to 45.

Design of Cold-Formed Unlipped Channels Subjected to Web Crippling

B. Young / G. J. Hancock

The report presents a series of tests on cold-formed unlipped channels subjected to web crippling. The tests were conducted under the four loading conditions specified in the Australian/New Zealand Standard (AS/NZS 4600, 1996) and the American Iron and Steel Institute (AISI, 1996) Specification for cold-formed steel structures. The four specified loading conditions are the End-One-Flange (EOF), Interior-One-Flange (IOF), Ent-Two-Flange (ETF) and Interior-Two-Flange (ITF) loading. The loading of concentrated load or reaction forces were applied by means of bearing plates which acted across the full flange widths of the channels. The web slenderness values of the channel sections ranged from 15.3 to 45.

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Titel:

Design of Cold-Formed Unlipped Channels Subjected to Web Crippling

Beteiligte:

B. Young (Autor:in) / G. J. Hancock (Autor:in)

Erscheinungsdatum:

1999

Format / Umfang:

88 pages

Medientyp:

Report

Format:

Keine Angabe

Sprache:

Englisch

Schlagwörter:

Structural Analyses , Steel structures , Structural design , Channel iron , Loads(Forces) , Webs(Supports) , Test methods , Reliability , Cold forming , Foreign technology

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Web Crippling Behaviour of Cold-Formed Unlipped Channels

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Design of cold-formed unlipped channels subjected to Web cripping

Young, Ben / Hancock, Gregory J. | TIBKAT | 1999

Design of Cold-Formed Channels Subjected to Web Crippling

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