Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. shafi1

    Longitudinal weld seams of adjoining sections (AWS D.1.1 Cl. 5.22.3)

    You are absolutely correct Stan. Well, we are still hunting for a solution to this.
  2. shafi1

    Longitudinal weld seams of adjoining sections (AWS D.1.1 Cl. 5.22.3)

    Thanks Stan, Well, the weld in question is between a jacket leg and transition piece. This jacket is already piled in sea and a 3800 ton production station is now resting on that. This one is designed in acc. to AWS D1.1. It is not a process piping to design in Acc. to B31.3
  3. shafi1

    Longitudinal weld seams of adjoining sections (AWS D.1.1 Cl. 5.22.3)

    Gents, Can someone spare their precious time in giving a solution to my below question please? 1. As per AWS D1.1 Cl. 5.22.3.1 Longitudinal weld seams of adjoining sections shall be staggered a minimum of 90°. We have a typical problem at site in which we have only 40-50°. How to resolve the...
  4. shafi1

    Longitudinal weld seams of adjoining sections (AWS D.1.1 Cl. 5.22.3)

    Gents, Can someone spare their precious time in giving a solution to my below question please? 1. As per AWS D1.1 Cl. 5.22.3.1 Longitudinal weld seams of adjoining sections shall be staggered a minimum of 90°. We have a typical problem at site in which we have only 40-50°. How to resolve the...
  5. shafi1

    Hollow Bead Defect

    Thank you unclesyd. Finally i got the answer from you.
  6. shafi1

    Hollow Bead Defect

    Thank you unclesyd. As you said E7010 for the root would normally be downhand. But since we had applied an uphill root pregression, travel speed would not be that high. Hence, are there possiblities for Hollow Bead to occur in root pass? Thanks for your time.
  7. shafi1

    Hollow Bead Defect

    Gents, Can someone spare their precious time in answering my below question please ? Well, we are constructing a 10" Water Pipeline using API-1104 as acceptance criteria. We are applying a dolly-mix procedure (Root-uphill with E7010 electrodes and rest downhill with E7010 electrodes). Pipe...

Part and Inventory Search

Back
Top