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    System Factors for Light-Frame Wood Truss Assemblies

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author:
    P. V. Mtenga
    ,
    S. M. Cramer
    ,
    A. H. Peyrot
    ,
    R. W. Wolfe
    DOI: 10.1061/(ASCE)0733-9445(1995)121:2(290)
    Publisher: American Society of Civil Engineers
    Abstract: Light-frame wood roof assemblies may be stronger than what the current single member design approach suggests because of repetitive member load sharing and partial composite action. These strengthening effects are partially addressed in the
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      System Factors for Light-Frame Wood Truss Assemblies

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/32172
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    • Journal of Structural Engineering

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    contributor authorP. V. Mtenga
    contributor authorS. M. Cramer
    contributor authorA. H. Peyrot
    contributor authorR. W. Wolfe
    date accessioned2017-05-08T20:55:50Z
    date available2017-05-08T20:55:50Z
    date copyrightFebruary 1995
    date issued1995
    identifier other%28asce%290733-9445%281995%29121%3A2%28290%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32172
    description abstractLight-frame wood roof assemblies may be stronger than what the current single member design approach suggests because of repetitive member load sharing and partial composite action. These strengthening effects are partially addressed in the
    publisherAmerican Society of Civil Engineers
    titleSystem Factors for Light-Frame Wood Truss Assemblies
    typeJournal Paper
    journal volume121
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1995)121:2(290)
    treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
    contenttypeFulltext
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