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Re: High shear diaphragm value[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: High shear diaphragm value
- From: "Robert Kazanjy" <rkazanjy(--nospam--at)gmail.com>
- Date: Tue, 30 Jan 2007 15:55:16 -0800
Horizontal (820 with 19/32 & 10's @ 3) or vertical diaphragm?
In any case check out apawood.org pubs, they have very good info on diaphragms, real test results as well as design examples
If you're trying to get that much out of a site built shear wall...you'll probably have to go double sided (you only get 870 with 15/32 & 10d's @ 2 ...single sided)
use a pre-fab shear like
Their website is very comprehensive but a little daunting
Ref Table 2 looks like it will give you the info you need....you're asking for 950 plf but how many feet? 2'? 3'? 4'? ie total load required
It possible to embed one or two of these in stud wall & give you what you need.
for woodthanksDave A.----- Original Message -----From: Doug MayerSent: Tuesday, January 30, 2007 2:17 PMSubject: RE: High shear diaphragm value
For what? Steel or wood? If wood, look at: http://www.icc-es.org/reports/pdf_files/UBC/1952.pdf .
Doug Mayer, SE
7535 North Palm Ave., Suite 201
Fresno, CA 93711
(559) 437-0887 Ph.
(559) 438-7554 Fax
I'm looking for high shear diphragm value
Thanks in advance
Dave A., P.E.
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