Hello, I'm new to RSA and I have encountered some question while modelling the walls. In my model, I have released the support for the wall in Rx, and Mx = 0 when i check for the wall reactions. However when I group the panels into a core wall, I still get Moment in X direction in results for core wall when I apply wind load. Is there any problem with the way I define the panels or support? Thank you.
Core wall support
Accepted solution
Hi @g_ho775KD
There is no problems in the results.
Mx=0 is according in the local axis of the wall.
For the core wall efforts are given acccording to global axis.
M. Agayr
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