For structural field welding, the default inspection/approach in codes is which?
Choices
- (A) Topcoat
- (B) Visual plus specified NDE for critical welds (per WPS/criticality)
- (C) No inspection
- (D) Weigh the plate
Correct answer: (B)
Visual plus specified NDE for critical welds (per WPS/criticality)
Explanation
AWS D1 / project ITP: always VT, add NDE by joint category.