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    Behaviour of Cold-Formed Slender SHS Beam-Columns

    Neue Suche nach: R. M. Sully
    Neue Suche nach: G. J. Hancock

    This research report describes a test program conducted into the behavior of cold-formed square hollow section (SHS) beam-columns of slender cross-section and follows an earlier research report into the behavior of compact SHS beam-colums 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 moment, and 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)).

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    Behaviour of Cold-Formed Slender SHS Beam-Columns

    Neue Suche nach: R. M. Sully
    Neue Suche nach: G. J. Hancock

    This research report describes a test program conducted into the behavior of cold-formed square hollow section (SHS) beam-columns of slender cross-section and follows an earlier research report into the behavior of compact SHS beam-colums 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 moment, and 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)).

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    Behaviour of Cold-Formed Slender SHS Beam-Columns

    Neue Suche nach: R. M. Sully
    Neue Suche nach: G. J. Hancock

    This research report describes a test program conducted into the behavior of cold-formed square hollow section (SHS) beam-columns of slender cross-section and follows an earlier research report into the behavior of compact SHS beam-colums 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 moment, and 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)).

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    Titel:

    Behaviour of Cold-Formed Slender SHS Beam-Columns

    Beteiligte:

    R. M. Sully (Autor:in) / G. J. Hancock (Autor:in)

    Erscheinungsdatum:

    1995

    Format / Umfang:

    52 pages

    Medientyp:

    Report

    Format:

    Keine Angabe

    Sprache:

    Englisch

    Schlagwörter:

    Structural Analyses , Iron & Iron Alloys , Beams(Structural) , Columns(Supports) , Structural analysis , Design standard , Stress analysis , Stress strain relations , Bending moments , Tensile tests , Test methods , Steels , Foreign technology

    Ähnliche Titel

    Behaviour of cold-formed slender SHS beam-columns

    Sully, Raef M. / Hancock, Gregory J. | TIBKAT | 1995

    Behaviour of Cold-Formed Slender Section SHS Beam-Columns

    Sully, R. M. / Hancock, G. J. | British Library Conference Proceedings | 1995

    The behaviour of cold-formed slender square hollow section beam-columns

    Sully, R. M. / Hancock, G. J. / International Institute of Welding; Subcommission XV-E: Tubular Structures et al. | British Library Conference Proceedings | 1998

    Behaviour of Cold-Formed SHS Beam-Columns

    R. M. Sully / G. J. Hancock | NTIS | 1994

    Behaviour of Cold-Formed SHS Beam-Columns

    Sully, R. M. / Hancock, G. J. / Institution of Engineers, Australia; Institution of Professional Engineers New Zealand | British Library Conference Proceedings | 1994

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