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I recently started working with the autodesk robot.
I modeled a simple trus from the robot library i have not done any changes to it, jus put some loads. than i calculated it appears warnig about node instability in direction RY.
Could anyone advise what to do? and what is the diferent between instability of type 1, type 2 and type 3
Hi,
Please take a look to this in RSA Help on-line:
http://docs.autodesk.com/RSA/2012/ENU/filesROBOT/GUID-52C292E1-5C73-4FB1-B4E0-E5E8107777D-615.htm
This post http://forums.autodesk.com/t5/Autodesk-Robot-Structural/Need-some-advise-about-Realeases-in-space-tr... can also help you.
Regards.