In AWSD14.1:2005, is there a specified minimum thickness of material that is allowed by this code book like there is in AWSD1.1 in section 1? Example AWSD1.1:2006 or 8 or 10, para 1.2 (2) min thickness is 1/8".
Looks like a lot of folks answered your inquiry. I have searched through D14.1 countless times as has my fellow welding engineers and we have found nothing clear as in the other codes. Maybe the prequalified joints can be used as a guide or the tables for qualifications. I would think that using the limits set by the other codes would be a good guide. Hopefully someone has a better answer.