Robot Structural Analysis Forum
Welcome to Autodesk’s Robot Structural Analysis Forums. Share your knowledge, ask questions, and explore popular Robot Structural Analysis topics.
cancel
Showing results for 
Show  only  | Search instead for 
Did you mean: 

Type 2 Instability

1 REPLY 1
SOLVED
Reply
Message 1 of 2
130189
596 Views, 1 Reply

Type 2 Instability

Hi,

 

My calculation is identifying a number of type 2 instabilities but I can't seem to see a pattern as to why, could you advise how I could eliminate these?

 

I realise the geometry isn't ideal/straight forward, I'm trying to model a series of panels hung from above and assumed that the main channels are simply supported (except where they are free at the ends of each overall panel).

 

Many thanks

1 REPLY 1
Message 2 of 2
Rafal.Gaweda
in reply to: 130189

You can not release cantilever beams.
Remove releases from bars 1 28 29 35 38 44 47 53 65


Rafal Gaweda

Can't find what you're looking for? Ask the community or share your knowledge.

Post to forums  

Autodesk Design & Make Report