Need a book? Engineering books recommendations...

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

Re: Footing Dowels @ Tilt-Up Construction

[Subject Prev][Subject Next][Thread Prev][Thread Next]
You can find the SEAOC Seismology Committee's position paper at SEAOC's web
site. Go to the Committee page, and on the right side there is a list of
documents, one of which deals with tiltup wall connections to footings in
pdf format.
http://www.seaoc.org/Pages/committees/seismology.html

FYI Fred Turner, Staff Structural Engineer, California Seismic Safety
Commission, 1755 Creekside Oaks Drive Suite 100, Sacramento, CA 95833
916-263-0582 Work Phone, 916-263-0594 Fax fturner(--nospam--at)quiknet.com
----- Original Message -----
From: "James Lin" <se3949(--nospam--at)yahoo.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Wednesday, November 22, 2000 4:32 PM
Subject: Footing Dowels @ Tilt-Up Construction


> I was told that "For tilt-up construction, there is a
> new requirement to provide dowels from continuous
> footing to poured slab closure strip as a positive
> connection between wall panels and footing". Is this
> true? Any paper regarding this issue? Does anyone
> follow this requirement?
>
> James Lin
> IDS, Inc.
>