Hello. I am trying to analyze the connection of a pull-up bar and its screwing plates. I'm having some trouble due to the high Von Mises stress I get in the connection. The diameter of the bar must be max 30 mm, and the thickness I'm using is 10 mm. I understand that 300 kg for a pull up bar is not a joke, but I really want to understand how Solidworks automatically weld these elements and if its a