Community
Hi
I tried to make a connection for 2 beams. Section forces can be seen in screenshot_1. These forces ar not the same during the calculation of connection. See screenshot_2
Whare is the problem?
Thanks
It is assumed that the connection works in one plane.
If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.
BTW: Is anybody familiar with EC provisions for verification of this type connection for bi-directional bending? I don't think that that Eurocode addresses such design situation but perhaps I'm missing something.