Need a book? Engineering books recommendations...

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

RE: Allowable Deflection

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

I've heard the same thing, though I thought that it was listed in the UBC somewhere...  When you have a TALL screen wall and you are designing for 80 mph, Expo. C, you've gotta figure the client doesn't want to see very much cracking of the exterior stucco...

Thank to those who've responded...   David Topete

 "Chan, David" <DCHAN(--nospam--at)> wrote:

In the past, I have been told to use L/400 for deflections due to wind for simple span members and 2L/400 for cantilevered members.  I don't know of UBC criteria for wind and brittle finishes, but on a slightly related topic vertical deflection for elements supporting masonry is limited to L/600 per section 2106.2.9.
Los Angeles, CA
-----Original Message-----
From: David Topete [mailto:davetopete(--nospam--at)]
Sent: Thursday, October 24, 2002 10:08 AM
Subject: Allowable Deflection

Hello all,

I have a quick question...  Where in the UBC is the allowable deflection for exterior walls due to wind?  I have cantilevered TS sections for a parapet/screen wall with a stucco finish.  Is it h/240 for brittle finishes?  Can somebody cite the UBC reference?  TIA.

David Topete, PE 

Do you Yahoo!?
Y! Web Hosting - Let the expert host your web site

Do you Yahoo!?
Y! Web Hosting - Let the expert host your web site