Dec 5, 2007 #1 sunalex Structural Joined Nov 18, 2004 Messages 3 Location US I am doing a project using plate element. After staad run, I used the "results along a line" to set local axial to get the Mx,My,etc I want to do the cross section stress check. Does anyone know what i did is right?Thank you!
I am doing a project using plate element. After staad run, I used the "results along a line" to set local axial to get the Mx,My,etc I want to do the cross section stress check. Does anyone know what i did is right?Thank you!