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04-19-2016
11:29 PM
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I have run a car chassis through frame analysis. I get a solver message instability type 3 at node 108 in direction RZ. When I change the beam model tolerance from 2 to 20 or 50 ul, I simply get the same message for a different node. Instability 3 occurs at nodes on very short members, I have removed these members and changed the design but I still get instability messages. I dont know if they are harmless warning messages or if the results produced are incorrect. any advice would be appreciated.
Solved! Go to Solution.