Have you noticed that in Staad Pro, when you are doing the calculation as per Eurocode and using the dynamic response spectrum analysis, Staad may change the sub soil class itself (this happends when you have the type 2 earthquake).
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Have you noticed that in Staad Pro, when you are doing the calculation as per Eurocode and using the dynamic response spectrum analysis, Staad may change the sub soil class itself (this happends when you have the type 2 earthquake).