Hello Seth, Is it possible to design a moment connection as attached below in RAM, Of course considering reactions and moments from both side beams (on flange and most imp on web of column)? Is it possible with Eurocode? Or we do it only for…

Hello, I have doubts in moment joint designed according to EN 1993-1-8. For moment joint beam connected to flange of column, how does the min limit for weld size is decided in weld section? there is no reference mentioned in front of this clause…