Dear All
I'm confusing about the acceptance criteria for WQT & WPQ, what I've found in the AWS D1.1 is
1) statically loaded nontubular connection,
2) cyclically loaded nontubular connection in tension
3) cyclically loaded nontubular connection in compression
4) and figure 6.1, 6.2 and 6.3
What should I follow among the above mention title ?
Please share your knowledge and help me.
Sincerely
Eric
https://materials-welding.blogspot.com/
https://www.linkedin.com/groups/122787
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