Thank you both for the reply. I completely agree regarding the actual quality of the weld. Generally I find it better to ensure compliance with the code prior to getting into the engineering side. So often one has to use the codes as both shield and sword.
Good day,
I have a WPS that is a F3/F4 welding procedure (E6010 Root/E7018 Fill and Cap). Understanding that filler metal is an essential variable; does that also mean that one can not use this procedure when welding a F3 root and an F3 Fill and Cap. I have been asked if it is ok to use this...
Basically, I am but welding 10" sch40 pipe, to make up a Section VIII-1 vessel. Our calculations were done to using type 3 joints and the design calls for spot x-ray.
Hi there,
After doing some searching on this site I couldn't really find the answer i was looking for. Based on some of the threads that I have read, my question must be pretty basic.
The welds in question are type 3.
Regarding Extent of spot, Section VIII-1 calls for a minimum of one spot...
