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

Re: Drift

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I did this once.  I got "maximum allowable" support frame displacement from
the window supplier.

He *knows* (or should know) what his units will take.  No one else can do
better than guess.

Fountain E. Conner, P.E.
Gulf Breeze, Fl. 32561


----------
From: John P. Riley <jpriley485(--nospam--at)peoplepc.com>
To: seaint(--nospam--at)seaint.org
Subject: Drift
Date: Tuesday, June 26, 2001 11:34 AM

Single story, 13' high, auto sales showroom, 45' x 52'
All glass walls, 8 exterior tube columns, no x-bracing.
Glass units frame between columns.

What is appropriate allowable drift?
__________________
John P. Riley, PE, SE


******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
* 
*   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 
******* ****** ****** ****** ******* ****** ****** ********