Re: [MW:23362] wps & pqr for T,K,Y joints

Dear Mr. Sujeet Sangle,

I have a 6gr WPS as per AWS D1.1 tested as per figure 4.29, Now I have to prepare the bevel angles and weld geometry for production tky joints. Would you mind guiding me how to go about it.

Thanks

On Thursday, August 27, 2009 at 12:56:53 PM UTC+8, Sujeet Sangle wrote:

Dear Prashant ,

 

Need to Qualify the PQR as per AWS D 1:1 in 6GR position for the TKY joint and to confirm it covers your max. and min Dihedral direction plus the mock up pieces .

 

You ned to conduct the Mock up pieces which will cover your Dihedral angle as covered in 4.12.4 section of AWs D 1:1 .

 

Let me know if any more details are required ,

 

Regards,

 

sujeet Sangle

 

On Wed, Aug 26, 2009 at 11:17 PM, prashant pansare <prashan...@yahoo.co.in> wrote:

Dear all. I' ve to fabricate platform as per API RP 2A. Shall I qualify 6GR for T,K,Y joints? or shall I go for min & max. dihedral angle & min & max. root gap qualification. psp

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