I have defined a PBUSH element. The idea is to constrain the relative motion in one direction. I have defined a very high stiffness in that direction to make sure there won't be any relative displacement between two ends of the beam element. Now, I would like to query the forces output on the beam element in the direction of applied stiffness. What is the best way to do that?
Is there anything I can add in case control to output Beam Element Forces generated?
You should be able to get CBUSH forces as a standard data recovery. Make sure you have asked for FORCE=ALL in the case control. If you want to print the results for the BUSH only to the f06 file, then define a SET with just the desired elements and point to that set (for example if the CBUSH element id is 10011):
SET 99=10011
FORCE=99
As long as you defined the CBUSH element coordinate system such that the stiffness is in the correct orientation, then the CBUSH force results should be in that system as well.
You should be able to get CBUSH forces as a standard data recovery. Make sure you have asked for FORCE=ALL in the case control. If you want to print the results for the BUSH only to the f06 file, then define a SET with just the desired elements and point to that set (for example if the CBUSH element id is 10011):
SET 99=10011
FORCE=99
As long as you defined the CBUSH element coordinate system such that the stiffness is in the correct orientation, then the CBUSH force results should be in that system as well.