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[SEAOC] Re: [SEAOC] Ponding

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     Brian:
     
     AISC provides ponding criteria in Section K2 of both the ASD and
LRFD 
     Specifications.  Additional information and references are
covered in 
     their commentaries.
     
     Rick Drake, SE


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Subject: [SEAOC] Ponding
Author:  seaoc::(SEAOCAB) at ~FABRIK
Date:    9/10/96 10:11 AM


From: seaoc(--nospam--at)power.net
Date: Tue, Sep 10, 1996 10:11 AM
Subject: [SEAOC] Ponding
To: seaoc
Hello,
     
I'm in the Pre-Engineered building industry.  What I'm looking for is

information and/or documentation on what needs to be considered when 
designing roof members for ponding.  I have been given little 
information on this, therefore I'm attempting to gain as much 
information on this subject to "backup" my designs.
     
All help and direction is greatly appreciated.
     
Thank You in advance
Brian Hills
     
     
P.S.
I hope this an acceptable question for the list.  If not please let
me 
know.
     
--
//!\\!//!\\!//!\\!//!\\!//!\\!//!\\!//!\\!//!\\!//!\\!//!\\!//!\\
   Brian Hills
   Varco-Pruden Buildings
   1202 Industrial Dr.
   Van Wert, OH 45891
   419.238.9533 - brianh(--nospam--at)u041.oh.vp.com
\\!//!\\!//!\\!//!\\!//!\\!//!\\!//!\\!//!\\!//!\\!//!\\!//!\\!//
     
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