Transcription of Anchor Rods - AISC
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Anchor Rods - AISC
December 2004 Modern Steel ConstructionIn life there are a few things that arenecessary evils, and Anchor rods andcolumn base plate connections seem tobe one of them. These connectionshave caused problems on many build-ing projects, but by looking at the chal-lenges that others have faced and show-ing how these challenge have beensuccessfully overcome, perhaps we canmake the use of these important connec-tions more bearable. This article will givesome guidelines on how you can preventcommon problems in the design ofanchor rods and base plate connections,and will help the designer to avoidexpensive field repairs and scheduledelays. Specifications and design guidesare already in place to aid in the design ofthese connections for strength, but issuesof constructability should be consideredon every project, to ease the constructionprocess. The following chart offers somecommon challenges and easy solutionsfor how to improve everyday Anchor rodand column base plate connection Swiatek is a senior civil engineeringstudent at University of Illinois-Urbana-Champaign and a former AISC intern.
Specify ASTM F1554 anchor rods This standard covers anchor rods with yield strengths of 36, 55, and 105-ksi, in hooked, headed, and threaded/nutted options. 2 Assuming that all material are available It is possible that materials of different types and sizes will not be readily available for your project. Contact a local fabricator for availability
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ASTM F1554, F1554, ASTM, HILTI