hi,
i have some questions referring to my model
1. It's there a possibility to put elastic coefficient on base of foundations (in each corner or on base surface) or it's not necessary if I defined soil parameters. The way i did, with elastic supports on nodes, i suppose it's not a correct solution.
2. it's correct how i put the foundation beams? I saw that for the adjoined foundations it's necessary to increase their dimensions (not to make them smaller)
3. I don't know how i was able to rotate the foundation from node 24. can you tell me how can i rotate the others?
Thank you!
