Thank you again.
I still don't really like this kind of joint, but looks like it's admissible (as DrZoidberWoop said)
What if the beams have not H section but have C sezione? Since generally the internal edge of the flanges are inclined, it looks pretty hard to perform the chamfer and the...
Thank you for all your replies.
Anyway, the welds have to be done in the workshop, not in site. So it's not necessary to have bolts for shear. Also the discussion regarding overhead weld, that's should not be relevant in my situation.
I was focused on the load transmission here. I don't really...
Thank you for your answer, George.
It's a fixed connection.
It has to be welded in workshop, not on site.
I agree it is unusual and I don't really like it, I have always seen bolted solution (considering pinned connection) if the beam has notches.
Dears,
I have a question regarding this kind of connection.
It's a welded connection between beams, as shown in the image uploaded.
Secondary beams have notches in both flanges. Secondary beams are welded to the principal beam in 3 points: (1) in bottom flange; (2) in the web; (3) in top...
