tribune construction

T

teknikisler

New Member
We are designing an indoor gym. A space frame roof will be built on the reinforced concrete system. While designing the tribunes, can we design them as if they are a ladder and design them with the ladder command? In addition, since there will be no flooring in the system, it will not be in the diaphragm, but there is a roof cage, after all, can it be accepted as a kind of diaphragm that transfers loads in the roof cage, or can this be defined to the system?
 
you should choose the solution without rigid diaphragm. In composite structures in question, the roof loads have to transfer loads to the columns or other carriers on which they are supported. I think you should first make a solution without a rigid diaphragm by transferring the reactions on the roof to the relevant carriers. To explain simply, you can go to the solution by influencing the loads of the relevant truss on a column that is supported on the roof truss. My suggestion for tribunes is to make a solution not as a ladder, but as an inclined floor. The lowest level of the tribune can be solved as an inclined slab to overlap the relevant columns. Of course, if the tribune can be connected to any carrier (any column in the part where the high-level walls are located, provided that the moving loads are properly entered), I believe that the inclined slab would be a more realistic solution.
 
Since I could not find an exemplary project anywhere on the subject, I finished the Gym project as much as I could. I made it as a slanted floor. The project is attached. I would be very happy if you could take a look. Is it possible to make a slab with a cross section like the one below? More precisely, can such a flooring calculation be made in idecad?
 
Hello there. Currently, I have a tribunal project in my hands. The tribune will be used as an independent unit (kitchen, etc.). How should I model this as close to reality as possible?
 
You must log in or register to reply here.
Back
Top