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RE: Investigating Welds

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Good Idea, thanks I will!  (I'll also add the links to my Portal page).
-----Original Message-----
From: Bill Polhemus [mailto:bill(--nospam--at)polhemus.cc]
Sent: Wednesday, April 18, 2001 1:31 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Investigating Welds

Dennis, do you have a copy of AWS 1.1?
 
Also, why not check the AWS website, and see if they might have a specific standard that deals with the testing of existing welds in place.
 

William L. Polhemus, Jr., P.E.
Polhemus Engineering Company
Katy, Texas
Phone 281-492-2251
Fax 281-492-8203
 

-----Original Message-----
From: Structuralist [mailto:dennis.wish(--nospam--at)gte.net]
Sent: Wednesday, April 18, 2001 2:16 PM
To: SEAINT Listservice
Subject: Investigating Welds

What is the standard I should follow to evaluate the welded connections that support the 50-kip counterweights? What percentage of welds should be checked? Should they be X-rayed, magnafluxed.....?