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 cowski 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: Sammy19
  • Content: Threads
  • Order by date
  1. Sammy19

    Thank you all for your help. - New CWI

    First time through I passed the CWI exams. It was brutal but I learned a lot reading through this forum. Thank you all for your insights.
  2. Sammy19

    Pre qualified Joint details, AWS D1.1

    Practice exam query: joint B-L2c-S (page 96), range of root face as fit up, base metal 1 inch thick. Being timed I was rushing, and answered 3/16 - 5/16, as f = 1/4" inch max +/- 1/16". Correct answer 0 - 5/16". Obviously as a joint with complete penetration, bottom of tolerance for 'f'...
  3. Sammy19

    Still Studying... question about pre-qualified processes D1.1 Clause 3

    Listening to some of the advice from my last post I have been working in the code and paying special attention to the 'notes'. Figures 3.3 - 3.4, note 'a' in the legend on page 77 provides a stipulation that these joints are not pre qualified for GMAW-S, nor GTAW. Buuuuut sub clause 3.2.2...
  4. Sammy19

    Studying for D1.1 CWI - question regarding figure 6.1 - 6.3

    Hello everyone. I'll keep this as short as possible. I am a member of several forums, it's a challenge to find educated professionals fluent in structural welding code. I have been on a welding torch for 15 years, since I was 19, various fabrication jobs involving low carbon steels, stainless...

Part and Inventory Search

Back
Top