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dc.contributor.authorYang, Demao
dc.contributor.authorWilkinson, Tim
dc.date.accessioned2020-11-23
dc.date.available2020-11-23
dc.date.issued2005en_AU
dc.identifier.urihttps://hdl.handle.net/2123/23941
dc.description.abstractThis report describes a set of bearing tests on a new range of cold-formed steel sections, LiteSteel™ Beam (LSB™), subjected to concentrated bearing load. LSB sections are manufactured using a unique dual resistance welding process which forms a channel section with hollow flanges. The tests were performed under interior one flange loading (IOF) and exterior one-flange loading (EOF) conditions. The IOF and EOF bearing loads were applied at the top flange at the centre of the beam and at the bottom flange at both ends of the beam respectively. Some different stiff bearing lengths were selected. Two flange filled tests were conducted to investigate the failure mode of IOF. This confirmed that the bearing failure mode was associated with web crippling, rather than hollow flange crushing. The test strengths are compared with the design strengths obtained using current and proposed versions of AS/NZS 4600. All tests show capacities well above those predicted by either the current AS/NZS 4600 or the draft DR 03518 (overstrength 96% or 40% respectively for IOF loading condition and overstrength 49% or 43% respectively for EOF loading condition).en_AU
dc.language.isoenen_AU
dc.publisherSchool of Civil Engineering, The University of Sydneyen_AU
dc.rightsCopyright All Rights Reserveden_AU
dc.subjectCivil Engineeringen_AU
dc.subjectSteelen_AU
dc.subjectHollow sectionsen_AU
dc.subjectSSHSen_AU
dc.subjectChannelen_AU
dc.subjectWeb cripplingen_AU
dc.subjectBucklingen_AU
dc.subjectHollow flangeen_AU
dc.subjectLiteSteel beamen_AU
dc.subjectBearingen_AU
dc.subjectInterior loadingen_AU
dc.subjectExterior loadingen_AU
dc.titleLiteSteel Beams (LSB) Under Interior and End Bearing Forces (No. R849)en_AU
dc.typeReport, Researchen_AU
dc.subject.asrc0905 Civil Engineeringen_AU
dc.rights.otherThis publication may be redistributed freely in its entirety and in its original form without the consent of the copyright owner. Use of material contained in this publication in any other published works must be appropriately referenced, and, if necessary, permission sought from the author.en_AU
usyd.facultyFaculty of Engineering, School of Civil Engineeringen_AU
usyd.departmentCentre for Advanced Structural Engineeringen_AU
workflow.metadata.onlyNoen_AU


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