Hi all,
For wind towers/turbines, a spread footing might be an option. It can either be rectangular or circular, yet in most cases I have seen so far (from colleagues and in the internet) circular sloped footings are used (smaller thickness as u go away from the center, like attached in the...
Greetings, all!
Pardon if this seemed a bit basic question as I do not own such profound knowledge neither in seismic analysis nor the Eurocode.
In the Eurocode 8, part 1, Clause 2.1 (1P) for the Fundamental Requirements states that structures in seismic regions shall be designed to fulfill the...