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RE: Fibrous concrete[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaoc(--nospam--at)seaoc.org'" <seaoc(--nospam--at)seaoc.org>
- Subject: RE: Fibrous concrete
- From: hsprague(--nospam--at)aspen.klaalov.com (Harold Sprague)
- Date: Wed, 10 Jun 1998 15:05:49 -0600
This is right out of the Fibermesh web site: Don't specify Fibermesh for: The control of cracking as a result of external stresses. The Fibermesh representatives define "external stresses" as flexural stresses due to applied loads or settlement when referring to slabs on grade. Harold Sprague KL&A -----Original Message----- From: ayvel(--nospam--at)ursgreiner.com [SMTP:ayvel(--nospam--at)ursgreiner.com] Sent: Wednesday, June 10, 1998 11:15 AM To: seaoc(--nospam--at)seaoc.org Subject: Re: Fibrous concrete Has anyone specified fibrous concrete for slabs on grade as an contractors option in lieu of std. wire mesh?
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