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Fwd: Re: in-place shear tests

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My dog ate the 0's
Dennis

-----Original Message-----
From:	COEngineer(--nospam--at)aol.com [SMTP:COEngineer(--nospam--at)aol.com]
Sent:	Friday, April 04, 1997 10:45 AM
To:	seaoc(--nospam--at)seaoc.org
Subject:	Re: in-place shear tests

Dennis Wish wrote:

>The minimum allowable in plan shear is 3 psi after removal >of the
overburden. 

Do you mean 30 psi corrected for overburden? 
1994 UCBC specifies location of tests, number of tests, and minimum mortar
quality in section A106.3.  

Additionally, the installation of epoxy anchors requires a 50 psi average per
ICBO ES and LA City (even though the anchors perform in 30 psi mortar).

Dennis-
Could it be that your e-mail editor left the zeros off of the thirtys? ;-)
 BTW, I get text wrap okay, but I am starting to get those file attachments
again.

Howard Silverman
Covert Operations, Inc.







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From: "Dennis S. Wish PE" <wish(--nospam--at)cyberg8t.com>
To: "'seaoc(--nospam--at)seaoc.org'" <seaoc(--nospam--at)seaoc.org>
Subject: RE: in-place shear tests
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