In Italy, when you have a full penetration weld, you are not obliged to calculate the weld but only the section of the structure considering it as a laminated profile. Someone says that this is valid also for a "T" section : my opinion is that the full penetration weld is IMPOSSIBLE for such a section unless you use 3 flat plates (and this is absolutely stupid)
Any comment will be appreciated. Thanks
PS : reference to any standard is welcome
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