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Fwd: Re: Metal Stud Bearing/Shear Walls

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At 11:02 AM 4/1/97 -0800, you wrote:
>
>     Any thoughts on the best way to use metal stud framing as shear walls 
>     when the architect will not permit the use of plywood in a production 
>     facility tenant improvement?
>     
>     The interior metal stud walls will be supporting a utility grid 
>     (mostly HVAC, conduit, lighting, and ceiling) weighing about 30 psf 
>     maximum, so the earthquake loads will be small.  I've been considering 
>     the use of metal strap x-bracing, sheet metal screwed to the 
>     individual studs, and designing the straps as "structural steel" 
>     members.
>     
>     Thanx,
>     
>     Rick Drake, SE

Rick,

Have you checked the allowable values for prticle board sheathed stud
shearwall?


Sasha Itsekson
Huntington Design Associates, Inc.
Oakland, CA


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Date: Wed, 02 Apr 1997 10:24:04
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From: Alexander Itsekson <engineers(--nospam--at)huntingtondesign.com>
Subject: RE: Metal Stud Bearing/Shear Walls
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