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- To: <seaint(--nospam--at)seaint.org>
- From: "Ken E. Paquette" <KEP(--nospam--at)brph.com>
- Date: Thu, 22 Mar 2007 16:17:05 -0400
Does anyone know about any type of guidance on welding to existing loaded steel structures with consideration to limits on thickness and length of weld passes to accommodate concerns about reducing the capacity of the member being welded to?
Kenneth Paquette P.E.
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