mosque dome

[tasarim]

I am preparing a domed mosque project for the first time. I placed the domes of the mosques that I made the calculation for, but when I do the calculation, it gives the warning "The dynamic account mode is insufficient". how do i solve this problem. and at the same time, do we determine the reinforcement spacing etc. related to the domes ourselves? I will be glad if you can help with this

 

[Levent Özpak]

''...insufficient dynamic-accounted mode'' warning. How can I solve this problem.

Modal Analysis states dialog is opened when Analysis/Modal Analysis/Modal line is clicked from structure tree. (The 90% mass participation rate given in the regulation needs to be ensured.)

and at the same time, do we determine the reinforcement spacing etc. related to the domes

Yes, you determine it yourself. For this, you can take advantage of the dome results given in the 3d frame mode in the Perspective window. Notes: *The stair and dome supports are not arranged according to the solution conditions together with the structure. There is no solution according to the semi-rigid diaphragm option in the analysis settings. In this case, the dome and ladder loads are not transferred to the structure. You must define the dome and stair loads to the relevant elements. (The elevation and height of the stairs on the ground floor are not suitable for the solution together with the building. It needs to be corrected.) *1. it would be appropriate to create the tiles under the small domes on the floor using the tile edge command, not the slab gap. Good work