I'm unable to design any directly welded connections in RAM Connection ( Version - 13.09.00.163 ) , Is there any provision for beam column flange/web directly welded ??

Dear All, I am using a pre-engineering steel beam in my calculation. Can anybody tell me how we can calculate the welding thickness for PEB? Thank you,

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…