Matteo Pagliaro
Guest
Hello everyone! Although I wrote here a long time ago, I find myself having to access a different username, probably because I left too much time and I think I was... azzerato
. They'll excuse me how many people knew me under another nick!
I come to the problem: as seen in the attached file, I often find myself in the situation of listing the welding of two welded components in the manner indicated (of course I created a very simple example): What of the three methods is the right one? I asked myself the question because many of my clients, in their designs, use method 1, but this method is not covered by en22553 :mixed rule: (only the perimeter welding is planned on the same floor). a brief search on the net made me realize that few people pose the problem: Only on the site of the American aisc there is a brief mention of the fact that it does not use method 1, but I think it is related to the type of structures that is of their competence, not for some unpretentious structural pieces.
I know that I have stretched too far
, but my thanks will be so much bigger for those who will give me useful references. bye, matteo:finger:.
I come to the problem: as seen in the attached file, I often find myself in the situation of listing the welding of two welded components in the manner indicated (of course I created a very simple example): What of the three methods is the right one? I asked myself the question because many of my clients, in their designs, use method 1, but this method is not covered by en22553 :mixed rule: (only the perimeter welding is planned on the same floor). a brief search on the net made me realize that few people pose the problem: Only on the site of the American aisc there is a brief mention of the fact that it does not use method 1, but I think it is related to the type of structures that is of their competence, not for some unpretentious structural pieces.
I know that I have stretched too far