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STEEL JOIST: Erection Tolerances

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Is anyone aware of published tolerances for the erection of steel roof and floor joists (e.g. Vulcraft “K” series)? AISC of course has extensive tolerance information in its “Code of Standard Practice,” but the brief SJI “Code of Standard Practice” doesn’t appear to mention the topic.


What have any of you done in this regard in the past? Adapted AISC CoSP?