Friday, November 21, 2008

[MW:1329] RE: 1328] Re: Longitudinal weld Seam

There is no criterion in B31.3, as a general engineering practice you may follow the criteria given below by Mr. Aarpee, which is generally followed for VIII div 1 vessels.

I have similar situation recently when 44” X 36” and 36” X 30” eccentric reducers with longitudinal seam at the bottom welded together, resulting a cross weld, we have no option but to radiograph and accept as it is. This can be avoided when you realise during engineering it self, but there are practical difficulties.

 


From: materials-welding@googlegroups.com [mailto:materials-welding@googlegroups.com] On Behalf Of Ramprasad Chari
Sent: Friday, November 21, 2008 9:16 AM
To: materials-welding@googlegroups.com
Subject: [MW:1328] Re: Longitudinal weld Seam

 

Long seams should be staggered by atleast by 5 times the thickness of the thicker plate or else the longitudinal joints are to be radiographed 4 inch in each side of each circumferential welded intersection.

Regards

Aarpee
 

On 11/21/08, carlos oliveros <carlosoliveros@terra.com> wrote:

Dears Friends

I have a case about  seam welded pipes(30") are joinded by butt welding, but the longitudinal weld seams are positioned 1" distance, what is the distance acceptable, ASME B31.3 CODE CONSTRUCTION.

Codes PIP PNSC0001, ACCEPTABLE 1" O 30 Degrees apart.

Regards


carlos oliveros

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