Return to index: [Subject] [Thread] [Date] [Author]

Re: Brick Shelf Angles

[Subject Prev][Subject Next][Thread Prev][Thread Next]
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
> 


__________________________________________________
Do You Yahoo!?
Get email alerts & NEW webcam video instant messaging with Yahoo! Messenger
http://im.yahoo.com

* 
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
*   Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: http://www.seaint.org