am i the only one perplexed by these? i'll confess i'm not a trained welder. i've had zero training other than hands on. in the last 20+ years since i struck my first arc i've welded many things - all with structural success and many with cosmetic success 
my experience is almost 20 years as a steel detailer. in that time, i always worked under the premise that all welds are sized as needed, and you can't weld anything full-strength in a single pass. as i look at new welders, i see max thickness 1/4", 5/16", and 3/8" for the small-medium sized home shop welders in the range i want. my experience told me that with most all types of welding - gmaw, smaw, fcaw - that a 5/16" fillet weld was the maximum effective weld for a single pass. with saw you could get 3/8", and we never considered gtaw for structural, so i have no knowledge there, though i assume it to be smaller. we designed all welds based on the load, and if we did not know the exact load, it was sized for the strength of the material. any time we needed to match the full strength of the material you were generally talking about a complete penetration weld, generally square groove or bevel groove.
all welder specs now list a maximum thickness welded in one pass, but does anyone know how they are deriving these numbers? are they talking about a weld strength based on x/16ths of an inch with 70ksi filler material and 36ksi base metal? if so, it seems a little useless to me. whenever i build something i only consider whether i can generate enough heat to create proper adhesion of the two metals i am attaching. very seldom does a weld need to be the full strength of the material in my experience. i recently welded 1/2" plates to a 1/4"-3/8" channel web with a 120v flux cored welder maxed on the 90a setting. those plates will never come off, and they will carry any load they could possibly have put on them. guaranteed that the plate will rupture at the 7/8" pin holes before the welds let go, and probably the channel web will yield before that.
can anyone enlighten me as to the theory behind these ratings that all manufacturers love to toss out now? the spokesman for the new forum welding sponsor seems to be pretty well educated and versed in these matters, and surprisingly doesn't really seem too biased
how bout it mark? can ya help me stop scratching my head about this?
my experience is almost 20 years as a steel detailer. in that time, i always worked under the premise that all welds are sized as needed, and you can't weld anything full-strength in a single pass. as i look at new welders, i see max thickness 1/4", 5/16", and 3/8" for the small-medium sized home shop welders in the range i want. my experience told me that with most all types of welding - gmaw, smaw, fcaw - that a 5/16" fillet weld was the maximum effective weld for a single pass. with saw you could get 3/8", and we never considered gtaw for structural, so i have no knowledge there, though i assume it to be smaller. we designed all welds based on the load, and if we did not know the exact load, it was sized for the strength of the material. any time we needed to match the full strength of the material you were generally talking about a complete penetration weld, generally square groove or bevel groove.
all welder specs now list a maximum thickness welded in one pass, but does anyone know how they are deriving these numbers? are they talking about a weld strength based on x/16ths of an inch with 70ksi filler material and 36ksi base metal? if so, it seems a little useless to me. whenever i build something i only consider whether i can generate enough heat to create proper adhesion of the two metals i am attaching. very seldom does a weld need to be the full strength of the material in my experience. i recently welded 1/2" plates to a 1/4"-3/8" channel web with a 120v flux cored welder maxed on the 90a setting. those plates will never come off, and they will carry any load they could possibly have put on them. guaranteed that the plate will rupture at the 7/8" pin holes before the welds let go, and probably the channel web will yield before that.
can anyone enlighten me as to the theory behind these ratings that all manufacturers love to toss out now? the spokesman for the new forum welding sponsor seems to be pretty well educated and versed in these matters, and surprisingly doesn't really seem too biased