Recent content by Abdullah Kacar

There problem is solved and the case is closed.

I can't share my structure cause it's confidental. But how would you extract it from a normal cantilever beam fixed at one end, and a force on the other end? Again, i need the force reaction on the nodes which isn't supported.

I'm writing my master thesis and need to export forces over time in Transient analysis. I tried using the force reaction but it shows the result as zero. BTW I'm not trying to get the forces from the nodes which is supported, with these i get results. But with the nodes with no support i get...