Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations waross 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: *

  • Users: shafi1
  • Content: Threads
  • Order by date
  1. 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...
  2. 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...
  3. 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 Bottom