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Hi everyone, I am trying to model a CBFrame with pinned connections. The problem that I have is that the base shear is almost 50% higher than the combined force of the braces at each time (dof 1 of course). The relationship between shear force and the combined forces of the braces is linear. I check...

Yes, of course. However I had some error warnings when I removed them so I kept them on. I used the node recorder command for the moment reaction at node 11 (top of the brace).

Hi everyone, I am trying to model a pinned connection in a 1-story concentrically braced frame. The thing is that when I am checking the moment reaction at the slave node at the end of the brace I find there is a moment there. Removing the equalDOF command from the model (all connections are now mom...