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    Effective Length of Luffing Jibs

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 012
    Author:
    Bosheng Qin
    ,
    Chuan C. Feng
    DOI: 10.1061/(ASCE)0733-9445(1985)111:12(2532)
    Publisher: American Society of Civil Engineers
    Abstract: The side‐sway effective length of a crane jib is investigated. For jibs with uniform cross section, restraints provided by the derrick, hoist cable and tower are also considered. When the jib end is completely fixed at the pivot, an improved approximate analysis for the effective length is presented. For a varying moment of inertia cross section, the stability equation is derived. Based on the computational results, the approximate formula for effective length is developed with sufficient accuracy.
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      Effective Length of Luffing Jibs

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    contributor authorBosheng Qin
    contributor authorChuan C. Feng
    date accessioned2017-05-08T20:51:29Z
    date available2017-05-08T20:51:29Z
    date copyrightDecember 1985
    date issued1985
    identifier other%28asce%290733-9445%281985%29111%3A12%282532%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29472
    description abstractThe side‐sway effective length of a crane jib is investigated. For jibs with uniform cross section, restraints provided by the derrick, hoist cable and tower are also considered. When the jib end is completely fixed at the pivot, an improved approximate analysis for the effective length is presented. For a varying moment of inertia cross section, the stability equation is derived. Based on the computational results, the approximate formula for effective length is developed with sufficient accuracy.
    publisherAmerican Society of Civil Engineers
    titleEffective Length of Luffing Jibs
    typeJournal Paper
    journal volume111
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:12(2532)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 012
    contenttypeFulltext
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