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RE: Multi-story wood framed w/lots of openings

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David –

 

There is a great technical guide from the AF&PA written by Jeffrey Stone, PhD that covers perforated shear walls a little more in depth than the IBC does.  With lots of wall openings you should definitely think about using a perforated analysis with holdowns only at the extreme ends of the wall.  Check it out:

 

http://www.awc.org/technical/PerforatedShearwallDesign.pdf

 

Eli Grassley

PSM Engineers

Seattle, WA

 

-----Original Message-----
From: David Smith [mailto:smith1129(--nospam--at)charter.net]
Sent: Wednesday, March 09, 2005 1:40 PM
To: seaint(--nospam--at)seaint.org
Cc: smith1129(--nospam--at)charter.net
Subject: Multi-story wood framed w/lots of openings

 

I have noted with interest the discussion regarding the Simpson tie-downs and framing.

I am just starting to look at a two story wood building with a huge number of windows.  Leaves little solid wall.

Anyone have any comments or ideas on where to get examples of such a perforated design?

 

Thanks