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    Partial Factor Approach to Repetitive-Member System Factors

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author:
    David V. Rosowsky
    ,
    Guangren Yu
    DOI: 10.1061/(ASCE)0733-9445(2004)130:11(1829)
    Publisher: American Society of Civil Engineers
    Abstract: Beneficial system behavior has been acknowledged in the design of repetitive-member systems. Current design specifications for wood (both National Design Specification and LRFD) permit the use of a repetitive-member factor to account for load-sharing or redistribution of load between framing members and partial composite action. The factors, however, were developed based on a simple statistical model rather than a more rigorous or comprehensive analytical study. The paper reports on a study to investigate load-sharing and system effects in light-frame wall systems and evaluate system factors for codified design that rationally account for load sharing and other system behavior. An objective at the study was to develop system factors that could be used in the design of individual wall members, much as repetitive member factors are used in the design of parallel-member floor and roof systems. Wall studs typically are much smaller in cross section than floor joists. In addition to having greater flexibility than floors, wood stud walls may be subject to the actions of combined loads and their load-sharing behavior may be influenced significantly by the presence of openings. A single system factor may, in fact, not be adequate to account for a wide range of system configurations, loading types, and so forth. This paper presents a new framework based on partial system factors to account for different system effects in parallel-member wood systems.
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      Partial Factor Approach to Repetitive-Member System Factors

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    contributor authorDavid V. Rosowsky
    contributor authorGuangren Yu
    date accessioned2017-05-08T20:58:54Z
    date available2017-05-08T20:58:54Z
    date copyrightNovember 2004
    date issued2004
    identifier other%28asce%290733-9445%282004%29130%3A11%281829%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34201
    description abstractBeneficial system behavior has been acknowledged in the design of repetitive-member systems. Current design specifications for wood (both National Design Specification and LRFD) permit the use of a repetitive-member factor to account for load-sharing or redistribution of load between framing members and partial composite action. The factors, however, were developed based on a simple statistical model rather than a more rigorous or comprehensive analytical study. The paper reports on a study to investigate load-sharing and system effects in light-frame wall systems and evaluate system factors for codified design that rationally account for load sharing and other system behavior. An objective at the study was to develop system factors that could be used in the design of individual wall members, much as repetitive member factors are used in the design of parallel-member floor and roof systems. Wall studs typically are much smaller in cross section than floor joists. In addition to having greater flexibility than floors, wood stud walls may be subject to the actions of combined loads and their load-sharing behavior may be influenced significantly by the presence of openings. A single system factor may, in fact, not be adequate to account for a wide range of system configurations, loading types, and so forth. This paper presents a new framework based on partial system factors to account for different system effects in parallel-member wood systems.
    publisherAmerican Society of Civil Engineers
    titlePartial Factor Approach to Repetitive-Member System Factors
    typeJournal Paper
    journal volume130
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2004)130:11(1829)
    treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 011
    contenttypeFulltext
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