Lateral Bearing Capacity of Single Connectors in Parallel Loaded Battens used for Truss Bracing

Jacob Nielsen

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    Abstract

    In order to analyse the stiffness and the strength of joints used for battens in bracing of trusses 70 tests have been made. The joint was made by a single nail or screw located perpendicular to or at an angle to the grain direction. The single fastener joints did not fulfil the requirements for edge distances and the number of nails according to the standard. Three different nails and one screw were tested in 7 different series. The fasteners, test series and the test arrangement are presented. The failure loads and the load-displacements curves are given and the results are compared to the standard. The expressions for the strength and the stiffness given in the standard can be used for the unspliced joints.
    OriginalsprogEngelsk
    UdgivelsesstedAalborg
    ForlagDept. of Building Technology and Structural Engineering, Aalborg University
    Antal sider8
    StatusUdgivet - 2000
    NavnStructural Design
    Nummer7
    Vol/bindR0008
    ISSN1395-7953

    Bibliografisk note

    Presented at WCTE 2000, World Conference on Timber Engineering, Whistler Resort, British Columbia, Canada, July 31- August 3, 2000

    PDF for print: 16 pp.

    Emneord

    • Joints
    • Strength
    • Strength of Joints
    • Truss Bracing

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