Most deffinatley out of the question.
----- Original Message -----From: sscholl2@juno.comSent: Wednesday, September 03, 2008 9:08 PMSubject: RE: Site Built Spiral Stair CaseHave you considered using a box steel member about 8" square in the center of the treads?
This works well as long as you can find a fabricator. I have seen one job where a concrete center sprial member was cast on-site.
Stan Scholl, P.E.
Laguna Beach, CA
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