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RE: Anchor cluster tolerance

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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.



Conrad Harrison

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



South Australia