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?

Question

steel quantities especially column size get reduce while considering the rigidity of RCC floor into account. what shall be right approach to consider its effect.

Sye · Answer

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