The applied free additional reinforcement (free rectangle, free circular, or free polygon) is not considered in the punching shear design or calculation.
Is it possible to transfer "foundation loads" (support loads from hall columns, for example) to another RFEM model and combine them as new loads for the foundation slab?
I have a roof structure resting on a steel column that runs to the foundations. The column runs through a perimeter wall that supports the false ceiling. A considerable part of the load from the roof is transferred to the wall. I want the steel column to carry all the vertical loads from the roof. How can I do it?
Where can I find the results of the contact stress (soil pressure) for the elastic surface foundation or the member elastic foundation displayed on the screen?