RE: stone floor deflection criteria[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: RE: stone floor deflection criteria
- From: Albert Meyer <Ameyer(--nospam--at)martinaia.com>
- Date: Tue, 30 Jan 2001 13:25:01 -0500
Albert J. Meyer, Jr., P.E.
From: Ken Peoples [mailto:kspeoples(--nospam--at)yahoo.com]
Sent: Tuesday, January 30, 2001 11:39 AM
Subject: stone floor deflection criteria
I am doing a residential project that involves stone floors supported by wood joists. The stone/setting bed thickness is about 3". Can anyone direct me to a publication that would give a recommended deflection criteria for such a system. I am leaning towards something like I would use for a masonry wall - say l/600 or l/700, but I would certainly like some back-up for my calculations.
Kenneth S. Peoples, P. E.
Lehigh Valley Technical Associates
1584 Weaversville Road
Northampton, PA 18067-9039
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