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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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