My question is on excess penetration for root and not for excess reinforcement.
Generally it is to be minimum for smooth flow of media but I want to know acceptance standard from ASME sec IX or B 31.3.
Regards,
Abhay
Ext 448
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Sent: Sunday, February 27, 2011 1:00 PM
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Subject: Re: [MW:10036] excess penetration for butt weld joints
Please refer to table 341.3.2 ASME B31.3 for criteria of height of reinforcement
2011/2/24 Abhonkar, Abhay (NAR) <AAbhonkar@dresser-rand.com>
What is the acceptable excess penetration as per the B31.3 or ASME sec?
Whether we can consider the same as defect or discontinuity?
Pl advise.
Regards,
Abhay
Ext 448
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