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RE: Anchor cluster tolerance

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Richard,

 

There was a link to an article last year. About anchor bolt tolerances.  Could try Steel Tips, AISC and ASCC. Though I imagine your steel structures code should have some guidelines on position tolerances: for holes within a base plate and for position of columns and base plates. Alternatively can also make an assessment based on the permitted oversize of hole.

 

Regards

Conrad Harrison

B.Tech (mfg & mech), MIIE, gradTIEAust

mailto:sch.tectonic(--nospam--at)bigpond.com

Adelaide

South Australia