Thread: Engineering advice needed for steel floor supports
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  #9  
Old 09-03-2008, 10:16 AM
Shawn
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Shawn is offline 		 
Join Date: Jun 2006
Location: Cairns
Posts: 1,352
Did you see the way I did mine, spans 4.5 meters, deliberately springy to minimise vibration transfer through to the pier, a matrix of C section Purlin...
Theres some pics here in the archives Im sure...

Shawn
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