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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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