Hi
I have some questions about how to define boundary conditions for 4 points bending reinforced concrete with Abaqus. So I model this beam but I don't know how to define boundary conditions and step. Can you please help me? The model is 1/4 beam because the beam is symmetrical. In result the Force=0 in all model, I don't know how to solve that . I have another questions for modeling rebars, beam element isn't better than truss element?
Thanks..