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    Circular Base Plates with Large Eccentric Loads

    Source: Practice Periodical on Structural Design and Construction:;2004:;Volume ( 009 ):;issue: 003
    Author:
    Dajin Liu
    DOI: 10.1061/(ASCE)1084-0680(2004)9:3(142)
    Publisher: American Society of Civil Engineers
    Abstract: Circular base plates are commonly used for pipe columns, such as pylons in cable-stayed bridges, lighting poles, and electric power line posts. Although the explicit solutions for rectangular base plates can be found in many textbooks and AISC design procedures for base plates, a design procedure for circular base plates has not been documented. In this paper, two equilibrium equations are presented for circular base plates with large eccentric loads. Since these two equations cannot be solved explicitly, an iteration approach is used to solve them.
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      Circular Base Plates with Large Eccentric Loads

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    contributor authorDajin Liu
    date accessioned2017-05-08T21:22:45Z
    date available2017-05-08T21:22:45Z
    date copyrightAugust 2004
    date issued2004
    identifier other%28asce%291084-0680%282004%299%3A3%28142%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49136
    description abstractCircular base plates are commonly used for pipe columns, such as pylons in cable-stayed bridges, lighting poles, and electric power line posts. Although the explicit solutions for rectangular base plates can be found in many textbooks and AISC design procedures for base plates, a design procedure for circular base plates has not been documented. In this paper, two equilibrium equations are presented for circular base plates with large eccentric loads. Since these two equations cannot be solved explicitly, an iteration approach is used to solve them.
    publisherAmerican Society of Civil Engineers
    titleCircular Base Plates with Large Eccentric Loads
    typeJournal Paper
    journal volume9
    journal issue3
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2004)9:3(142)
    treePractice Periodical on Structural Design and Construction:;2004:;Volume ( 009 ):;issue: 003
    contenttypeFulltext
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