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Re: Brick Shelf Angles

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Also take a look at the BIA TEK notes.  They are available at the BIA's
website (www.bia.org).  In particular, look at TEK Note 28B - "Brick
Veneer/Steel Stud Walls."

HTH,

Scott
Ypsilanti, MI


On Wed, 5 Sep 2001, Keith Fix wrote:

> Chris:
> 
> Please refer to the following link:
> 
> http://www.masonryinstitute.com/veneer/index.html
> 
> Another source may be the LGSEA (Light Gauge Steel Engineers Association).
> 
> Finally, the Army Corps of Engineers has a design guide, TI 809-?? devoted to
> light gauge steel which also discusses brick veneers.
> 
> -Keith Fix, PE
> -Little Rock, AR
> 
> 
> --- Chris Towne <ctowne(--nospam--at)chaptech.com> wrote:
> > I am designing a 2 story braced steel frame building that has a max. ht. of
> > 38'.  The exterior walls are brick with metal stud backing.  Are steel shelf
> > angles warranted or would it be standard practice to have a continuous wall
> > from the foundation wall to the roof?
> > 
> > Chris Towne, P.E.
> > Chapman Technical Group
> > 200 Sixth Avenue
> > St. Albans, WV 25177
> > Phone 304-727-5501
> > Fax 304-727-5580
> > 
> 
> 
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