i don't have experience with a lot of different welding techniques and/or theories, but to be honest, they really aren't completely relevant to most of what we need here, though it certainly is nice to understand other procedures. in the case of welding pipelines or pressure vessels, you have a different condition you are trying to satisfy. i don't know of any tbn members building pipelines or massive cogens in their back yard, so i suspect the welding skills required here are almost exclusively general fabrication.
i worked for a fairly large steel fabricator for quite a few years - ballpark of 75,000-100,000 tons of fabricated structural steel a year over half a dozen fab shops. as a point of practice, you tried to avoid multiple passes at all times. certainly, there are conditions where it was not possible, but for most cases it is possible. we worked with a known load - either calculated from known forces, or based on the capacity of an incoming member. connection material was then sized based on this load, along with the size of welds and/or number of fasteners. due to the nature of the load, it is quite common to have thick material, but not require a large weld to satisfy the connection. we worked with a theory that the welders could consistently provide a 5/16" fillet in a single pass (3/8" fillet with saw), based on past experience. if you have a 24" long piece of material and a 5/16" weld did not satisfy the load, but the same weld over 30" would, then we would redesign with 30" long material. since enlarging a fillet past single pass generally will take at least 3 passes, it was more economical to use a little more material than to triple the labor. this can't be done when the material size can't be altered, such as pipes and fixed-size structural conditions, such as beam flanges.
sadly, things have digressed more. i still just wonder why i see so many people on here that own 200a+ wire feeders but only use them on light material, where i would think a 120v welder would be plenty.
For all pressure welds, every welding specification I have ever seen requires minimum of 2 passes regardless of the base metal thickness.
Welders generally speaking,don't go into a weld with the thought of having to make it in one pass,you use multiple passes as needed,if its thin,than one pass might be enough,if its thicker,you might need two or more
i worked for a fairly large steel fabricator for quite a few years - ballpark of 75,000-100,000 tons of fabricated structural steel a year over half a dozen fab shops. as a point of practice, you tried to avoid multiple passes at all times. certainly, there are conditions where it was not possible, but for most cases it is possible. we worked with a known load - either calculated from known forces, or based on the capacity of an incoming member. connection material was then sized based on this load, along with the size of welds and/or number of fasteners. due to the nature of the load, it is quite common to have thick material, but not require a large weld to satisfy the connection. we worked with a theory that the welders could consistently provide a 5/16" fillet in a single pass (3/8" fillet with saw), based on past experience. if you have a 24" long piece of material and a 5/16" weld did not satisfy the load, but the same weld over 30" would, then we would redesign with 30" long material. since enlarging a fillet past single pass generally will take at least 3 passes, it was more economical to use a little more material than to triple the labor. this can't be done when the material size can't be altered, such as pipes and fixed-size structural conditions, such as beam flanges.
sadly, things have digressed more. i still just wonder why i see so many people on here that own 200a+ wire feeders but only use them on light material, where i would think a 120v welder would be plenty.