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- To: seaint(--nospam--at)seaint.org
- Subject: Re: Load Paths
- From: Tripp Howard <tripphoward(--nospam--at)yahoo.com>
- Date: Wed, 2 Feb 2005 11:42:35 -0800 (PST)
- Comment: DomainKeys? See http://antispam.yahoo.com/domainkeys
"Bill Allen, S.E." <T.W.Allen(--nospam--at)cox.net> wrote:
I was in my reading room and re-reading the October, 2004 issue of Structure Magazine when I ran across a Simpson ad for the StrongWall (p.6). See: http://www.allendesigns.com/images/strongwall.jpg. Provoked by the title ?Imagine the Possibilities?, I had two thoughts which are totally unrelated to any Simpson product:
Based on the image referenced above:
- How does the in-plane shear load get to the shear walls?
- How is out of plane bracing provided for the shear wall on the second floor?
I am interested in any (and all) comments.
T. William (Bill) Allen, S.E. (CA #2607)
Consulting Structural Engineers
V (949) 248-8588
F (949) 209-2509
- Load Paths
- From: Bill Allen, S.E.
- Load Paths
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