You can
email Roger Wildt, now with RW Consulting Group, at wildt(--nospam--at)fast.net.
Scott
Melnick
AISC
-----Original
Message-----
From: Eckrote, David
[mailto:DEckrote(--nospam--at)kling.us]
Sent: Thursday, February 26, 2004
11:07 AM
To: 'seaint(--nospam--at)seaint.org'
Subject: "Repair of Steel
Structures After a Fire"
I am looking for a copy of the paper by
Roger Wildt. I believe that it was from the AISI Technical Committee No.
8, Fire and Blast Discussion No. 4, 1980.
Does anyone know where I can find this
paper preferably online?
David Eckrote, P.E.
Structural Project Engineer
Kling
2301 Chestnut Street
Philadelphia, Pennsylvania
19103
P 215.569.2900, ext. 3777
F 215.569.5963
E deckrote(--nospam--at)kling.us
-----Original Message-----
From: Himat Solanki [mailto:hsolanki(--nospam--at)scgov.net]
Sent: Thursday, February 26, 2004 8:15 AM
To: seaint(--nospam--at)seaint.org
Subject: Re: Double-T Torsion
Wontae/ Scott:
The torsion concept in double T-section is
similar to Vlasov torsion therory. I don't remember
issues but Professor Hsu while he was at the University of
Miami now he is at the University of
Houston and Professor Collins at University of Toronto wrote
a paper which published in the ACI
Journal and the ASCE Structural Journal respectively. Also there
is a paper published in Annales
l'ITBTP around 1968. Hope this will help you.
>>> smaxwell(--nospam--at)engin.umich.edu
2/26/2004 12:49:17 AM >>>
Wontae:
If you are looking for design provisions,
then you basically will be using
ACI 318. Some guidance on how ACI 318 applies to precast
(either
prestressed or not) concrete you can take a look at the PCI Design
Handbook (see chapter 4), but this is really just showing how you
apply
shear/torsion provisions from ACI 318.
HTH,
Scott
Ypsilanti, MI
On Wed, 25 Feb 2004, Wontae Kim wrote:
> Hi!
>
> Where can I get information about Precast Concrete Double-T
torsion?
>
> ****Wontae Kim****
>
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Title: "Repair of Steel Structures After a Fire"