Behaviour of Cold-Formed Slender SHS Beam-Columns (No. R707)

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Open Access

Field	Value	Language
dc.contributor.author	Sully, Raef M.
dc.contributor.author	Hancock, Gregory J.
dc.date.accessioned	2020-10-22
dc.date.available	2020-10-22
dc.date.issued	1995	en
dc.identifier.uri	https://hdl.handle.net/2123/23649
dc.description.abstract	This research report describes a test programme conducted into the behaviour of cold-formed square hollow section (SHS) beam-columns of slender cross-section and follows an earlier research report into the behaviour of compact SHS beam-columns by the same authors (Sully and Hancock (1994)). The tests were conducted in a purpose built test rig capable of applying load and moment in a constant ratio. The test specimens were pin-ended specimens loaded at two different ratios of end moment. The maximum second order elastic moments are calculated from the maximum applied end moments, and the applied load. Comparison of these moments is made with the interaction design rules from AS4100 Specification (SAA (1990)) and the AISC-LRFD Specification (AISC (1994)).	en
dc.language.iso	en	en
dc.publisher	School of Civil Engineering, The University of Sydney	en
dc.rights	Copyright All Rights Reserved	en
dc.subject	Civil Engineering	en
dc.title	Behaviour of Cold-Formed Slender SHS Beam-Columns (No. R707)	en
dc.type	Report, Research	en
dc.subject.asrc	0905 Civil Engineering	en
usyd.faculty	SeS faculties schools::Faculty of Engineering::School of Civil Engineering	en
usyd.department	Centre for Advanced Structural Engineering	en
workflow.metadata.only	No	en