I want to use RCC floor slab effect on the steel structure of an industrial building. Shall I use master slave command or shall I use floor diaphram command?

Using floor diaphragm is recommended as it automatically generates the master slave connections and also accounts for torsion effects due to rigid diaphragms.

Using floor diaphragm is recommended as it automatically generates the master slave connections and also accounts for torsion effects due to rigid diaphragms.