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    Design Equation for Multiple‐Fastener Wood Connections

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 011
    Author:
    John J. Zahn
    DOI: 10.1061/(ASCE)0733-9445(1991)117:11(3477)
    Publisher: American Society of Civil Engineers
    Abstract: A compact design equation is presented for the design of multiple fastener connections of wood members. It was obtained by algebraic simplification of the Lantos analysis of the unequal load sharing among fasteners in series. This equation can replace the double‐entry tables now used in wood design codes. Those tables are constructed using the Lantos analysis and for simplicity have to ignore certain effects and cover only a limited range of design parameters. In addition to the specification equation, two design aids are derived: (1) A simple expression for the maximum possible capacity of a serial row of fasteners; and (2) an expression for the number of fasteners required to achieve a given row capacity.
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      Design Equation for Multiple‐Fastener Wood Connections

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    contributor authorJohn J. Zahn
    date accessioned2017-05-08T20:54:00Z
    date available2017-05-08T20:54:00Z
    date copyrightNovember 1991
    date issued1991
    identifier other%28asce%290733-9445%281991%29117%3A11%283477%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31016
    description abstractA compact design equation is presented for the design of multiple fastener connections of wood members. It was obtained by algebraic simplification of the Lantos analysis of the unequal load sharing among fasteners in series. This equation can replace the double‐entry tables now used in wood design codes. Those tables are constructed using the Lantos analysis and for simplicity have to ignore certain effects and cover only a limited range of design parameters. In addition to the specification equation, two design aids are derived: (1) A simple expression for the maximum possible capacity of a serial row of fasteners; and (2) an expression for the number of fasteners required to achieve a given row capacity.
    publisherAmerican Society of Civil Engineers
    titleDesign Equation for Multiple‐Fastener Wood Connections
    typeJournal Paper
    journal volume117
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1991)117:11(3477)
    treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 011
    contenttypeFulltext
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