Hey!
I found your old answer and I wonder if beams modelled with much higher E behaves exactly the same as master slave function. Is it true? I have a problem when there are a lot of plates in model and I want to use master slave connection. Triangular factorization in these cases lasts incredibly long and I never get solution that way. I would like to model rigid beams instead.
Regards,
Robert
I found your old answer and I wonder if beams modelled with much higher E behaves exactly the same as master slave function. Is it true? I have a problem when there are a lot of plates in model and I want to use master slave connection. Triangular factorization in these cases lasts incredibly long and I never get solution that way. I would like to model rigid beams instead.
Regards,
Robert