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Re: Wood Shear Wall Deflections?[Subject Prev][Subject Next][Thread Prev][Thread Next]
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- Subject: Re: Wood Shear Wall Deflections?
- From: Drew Morris <dmorris(--nospam--at)bbfm.com>
- Date: Tue, 20 May 2014 12:13:46 -0800
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Chuck, when you get a chance can you point to where I can find the work by Ed Diekmann?
On 5/19/2014 6:45 PM, Chuck Utzman wrote:
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
-- * Drew Morris, PE*| Project Engineer BBFM Engineers, Inc. <http://www.bbfm.com/> 510 L Street, Suite 200 | Anchorage, Alaska 99501 Ph: (907)274-2236 | Direct: (907)270-2240 | Web: www.bbfm.com -------------------------------------------------------------------------Post your message to the list by sending it to: SEAINT-SEAOSC(--nospam--at)mail-list.com.
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