Hi all;
I wanted to define a joint with three rigid links,(like two columns and a beam that are all rigid)
however my code does not work , I am using :
integrator LoadControl 1 1 1 1
test EnergyIncr 1.0e-6 10 1
algorithm Newton
numberer Plain
constraints Transformation 1.0
system SparseGeneral
analysis Static
Could you help me with this?
rigid link
Moderators: silvia, selimgunay, Moderators
Re: rigid link
Hi,
You could try with
numberer RCM
You could try with
numberer RCM
Re: rigid link
What is the message that you get? What load pattern do you use?