.........guess just assumed anyone who has welded a bit already knew that...........and kinda sorta' what your sayin', but mostly just ending the weld leaves a bit of a crater, which I've seen become the weak place for a fracture to start. This type of application related to any stress, which is minimal anyways, imagine your gusset welds should be just fine. I used to see this more often associated with loader bucket bottoms and other heavy equipment applications........know our XS's are a bit heavy, but would likely never see that kind of stress as the frames are already stress relieved by design and existing cross pieces
. BTW, same goes for meeting of two welds(need new rod to continue)... Welds should overlap each other, and not just end butted to each other.



Fortunately the newer beefier COVER I made helped to stabilize it.














I was also surprised at how LONG it takes to perform TIG welding! 








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