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contributor authorDajin Liu
date accessioned2017-05-08T21:22:52Z
date available2017-05-08T21:22:52Z
date copyrightFebruary 2006
date issued2006
identifier other%28asce%291084-0680%282006%2911%3A1%2813%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49208
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 complete design procedure for circular base plates under different loading conditions has not been documented except for a large eccentric load. In this paper, a complete allowable stress design procedure is presented for circular base plates with axial loads, small eccentric loads, and moderate eccentric loads. Several design examples are shown for different loading conditions.
publisherAmerican Society of Civil Engineers
titleDesign of Circular Base Plates
typeJournal Paper
journal volume11
journal issue1
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)1084-0680(2006)11:1(13)
treePractice Periodical on Structural Design and Construction:;2006:;Volume ( 011 ):;issue: 001
contenttypeFulltext


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