I have a model of a raft footing.
When I check the slab stresses and pick the moment, it shows that meshes are not connected specially at point loads where columns are located.
Do you have any idea why is that?
I thought safe v12 is considering the end constraints already
Regards,
E104909
When I check the slab stresses and pick the moment, it shows that meshes are not connected specially at point loads where columns are located.
Do you have any idea why is that?
I thought safe v12 is considering the end constraints already
Regards,
E104909