Rigid link for one way slab

[ahmadmahrous_1]

I am trying to model a one way slab that connected to beam  rigid links (model is attached). Every thing works as expected when transfer of loads on calculation model for slab is Analytical(finite elements), But when transfer load changed to simplified rigid link not transfer the loads to the beam.

What is my mistake?

[Krzysztof_Wasik · Accepted solution]

Hi @ahmadmahrous_1 

You might need to define dummy bar  with very small stiffness along bottom slab edge, connected with rigid links to top slab 

[ahmadmahrous_1]

Thank You @Krzysztof_Wasik  this solved the issue.