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Anchor rod mislocated - edge distance issue

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structSU10

Structural
Mar 3, 2011
1,062
Are there any official publications, recognized per code, that allow for less than the minimum edge distance for an anchor rod in a steel baseplate while providing a welded oversized washer? Assuming all other issue are resolved, what are opinions on oversized washers 'extending' the edge distance?
 
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Can give a little more information? What kinds of forces are you resisting?

If it's the baseplate for a steel column subjected to nothing other than a downward gravity load then is there a minimum edge distance??
 
Reference 3rd Quarter 1989 AISC Engineering Journal Article by David T. Ricker "Some Practical Aspects of Column Base Selection".
 
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