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?
It is assumed that the connection works in one plane.
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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.