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dc.contributor.authorTrahair, Nicholas S.
dc.date.accessioned2020-11-30
dc.date.available2020-11-30
dc.date.issued2008-01-01en_AU
dc.identifier.issn1833-2781
dc.identifier.urihttps://hdl.handle.net/2123/24014
dc.description.abstractSingle equal angle steel beams are often used as lintels to support eccentric loading acting normal to one flange. This loading causes combined biaxial bending and torsion, which is not allowed for in most steel design codes. Instead, approximate methods based somewhat loosely on past research studies have been used to develop design approximations and tables. This paper reviews past research on single equal angle beams used as lintels and develops an improved method of predicting their strengths which includes the effects of initial twist rotations, eccentric loads, and large twist rotations, and utilizes the plastic capacities of compact beams. The strengths predicted are significantly higher than those of previous approximations. More accurate strength approximations are proposed, and suggestions are made for serviceability design.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.subjectAnglesen_AU
dc.subjectBeamsen_AU
dc.subjectBendingen_AU
dc.subjectBucklingen_AU
dc.subjectDesignen_AU
dc.subjectElasticityen_AU
dc.subjectMember strengthen_AU
dc.subjectMomentsen_AU
dc.subjectServiceabilityen_AU
dc.subjectSteelen_AU
dc.subjectTorsionen_AU
dc.titleDesign of Steel Equal Angle Lintels (No. R890)en_AU
dc.typeReport, Researchen_AU
dc.subject.asrc0905 Civil Engineeringen_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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