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Can we prepare WPS for A-106 Gr B pipes Based on a Available PQR done one a Plate ( A-36) in IG position Reference Code : ASME sec IX

Dear IFRs / Bimar thank you for your reply, The tank is situated in india & am not getting a proper fabricator for the work who having wast experience in this field.So i have to take a decision regards the issue. Now we decided to 1) Replace the bottom part by part ie Replacing 25% of...

Dear Experts, This is my first time repairing a open top Floating roof ,Double Deck storage tank designed according to API 650 for Oil Storage., date of fabrication is 1999, this tank suffers from heavily corrosion in Entire bottom plates (according to the inspection report, Entire bottom...

thanks ,IFRs this is what i want to know .Thanks a lot

Thanks IFRS Is stitch weld is required on ENTIRE roof bottom sides Or leave it with No weld except the locations where flexure is anticipated.

How to interpret it Code: API 650 Annex C C.3.3.3: Deck plates shall be joined by continuous full-fillet welds on the top side. On the bottom side, where flexure can be anticipated adjacent to girders, support legs, or other relatively rigid members, full-fillet welds not less than 50 mm (2...