Hi,
Where from is this sign changing (from 250 to -250)?
If I do what you recommend me, can I view at the end of the analyse the value of stesses, displacements... in all substeps, or just in last one?
Thank's!
I will try to apply your recommendations and hope that works but I have a problem in viewing components of the model sepparately although I make two componets. one from vertical an d horizontal rebars and one from stell profiles. Which is your opinion about my model? It is to complicated? . One...
I think that is a problem to do what you recommend me because the concrete element is meshed automaticaly and my rebars have a fix position by coordinates. I don't know now how to model the concrete element by reinforcement nodes.
If i use what you recommend me the contact is all aver the...
Hi!
I have to model a composite steel-concrete shear wall but I can't make to work the contact between reinforcement(including steel profiles) and concrete.Reinforcement and steel profile is modeled with LINK8 and concrete with SOLID65.
Thank's!
