Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: Wood Shear Wall Deflections?

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Bill-
There are a number of methods of calculation of the forces/stresses-- Ed Diekmann's work being the most rigorous. None are so bold as to try to predict total deflection. Unfortunately, I'm in the process of moving my office & all of my references are packed.
Chuck Utzman, P.E.

On 5/19/2014 3:34 PM, T. William (Bill) Allen, S.E. wrote:
Where can I find the formula and an example of a wood shear wall with an
opening designed for force transfer around openings, not perforated?

Thank you,

T. William (Bill) Allen, S.E. (CA 2607)
A L L E N   D E S I G N S
Consulting Structural Engineers
33171 Paseo Cerveza, Suite 221
San Juan Capistrano, CA 92675
V (949) 248-8588 * C (949) 374-1536
www.AllenDesigns.com

---
This email is free from viruses and malware because avast! Antivirus protection is active. http://www.avast.com

-------------------------------------------------------------------------
Post your message to the list by sending it to: SEAINT-SEAOSC(--nospam--at)mail-list.com.

The email messages sent to the list will be saved in an archive on the World Wide Web.
These archives are located at:
   http://archive.mail-list.com/SEAINT-SEAOSC

To contact the list owner, send your message to:
  SEAINT-SEAOSC-list-owner(--nospam--at)mail-list.com.

Sponsored By: Pacific Structural & Forensic Engineers Group, Inc. (PSFEG)

To unsubscribe, switch to/from digest, get on/off vacation, or change your email address, click here.
<http://cgi.mail-list.com/u?ln=seaint-seaosc&nm=seaintma%40euken.net>