Imposed rotation in free node

[Anonymous]

Hi,

I am fairly new to RSA and I am using it in my engineering school. Currently I want to calculate the moment diagram cause by a rotation displacement in a free node as seen in the included image. I have looked up in forum and try to experiment with elastic supports or support gaps, but I didn't get anywhere near the right diagram (also included as image). Can anyone help me? Attached files appriciated!

Thanks in advance!

[Simau]

Hi @Anonymous 

After introducing rotation on the free node, check in "laods table" if CY is correct. If no, change the cells to the correct value of rotation.

I also get sometimes a mismatch in the columns, perhaps a bug??.