If there are colleagues who can help; I am waiting for your advice about the stairs in my attached project. 1-) Would it be more appropriate to create the floor landings with the laying command or the route commands? 2-) I placed the stairs by creating floor tears on the stairs going up from the ground floor to the mezzanine and going down to the warehouses, but how should these torn floors be designed, should the account axes be arranged according to the newly formed floor? 3-) When we place all the stairs as a design (if we separate the floor and fire stairs that continue along the building from the stairs on the ground floor); With what system would it be appropriate to solve the structure? I thought of solving the floor stairs together with the building in a semi-rigid diaphragm, and solving the stairs on the ground separately from the building by affecting their loads (beams to columns etc.). 4-) Which values should be taken into account when defining the torn floor tiles. What should be the characteristics of the beams to which these floors are attached? 5-) Have I defined correctly the support conditions of the floor stairs that I will solve in semi-rigid diaphragm together with the structure? Note: The building is in the form of B+Z+A+8Normal+Attic+Attic. In the appendix, I only uploaded Basement and Ground floors. Also, since this is my first project, I would like to thank my colleagues who will examine and inform me about my mistakes related to both stairs and other parts of my project... Take it easy
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