Thank you very much for your interest. Good work."mhanifiata":7kn6deog" said:in a similar situation, I did something like this. Since the building does not have a basement, it is necessary to lower the foundation to a certain depth. In order to take the top vegetable soil. In this case, a distance is formed between the upper level of the foundation and the base of the building. I defined curtains over all foundations. Then I put flooring on these curtains. I loaded all my loads on this flooring. Finally, the loads were included in the system.
"Levent Özpak":3l6hxixg" said:Hi, It would not be correct to define the load on the continuous foundation by giving a point load to the column. You can define the foundation system as a grid-shaped raft without beams as in the example, and enter G and Q loads on this raft slab.[/quote ] Mr. Levent, I examined the project. How can I distribute the load of 24 vehicles (1.5 t of a vehicle's load) to each raft in a raft solution in this way. If you can give an idea about this, I would be very grateful. Thank you. Good work.