Steel connection - HS end plate - with moment

[vuk.vukanic]

Ok, so I'm trying to verify a connection that has a bending moment, not just axial force.

The look of the connection is correct, but the calculation neglects the bending moment. How can I fix this and make sure the bending moment is included?

Any help would be nice.

[Artur.Kosakowski · Accepted solution]

This connection type (as implemented in Robot) is limited to axial force only.

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.

[vuk.vukanic]

Any "workaround" you might suggest?

[Artur.Kosakowski · Accepted solution]

You may want to check if there is any sufficient guidance here

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.

[vuk.vukanic]

Thank you Artur, this is helpful.

btw I'm eagerly weighting for you next webinar on Printout composition.

Thank you again.

[Artur.Kosakowski]

I'll let Rafal know about this