reinforced concrete folded plate roof

[isbandam]

Can a reinforced concrete roof be modeled using program possibilities as in the attached picture? May I have your comments and suggestions?

 

[guraykose]

 

[isbandam]

After many attempts; * Meshes do not connect to each other where there are fractures. *The roof can be connected to the main mass with deep beams. (As the analysis could not be completed, I could not examine the results. It gives a pivot error in an out-of-plan coordinate). *I am thinking of solving the broken plate part on the handle and defining the loads in the ide. I will also define the mass of the slab at the column end nodes. *15 cm plate is sufficient for stapling. *External 30*30 columns will also be connected with beams. I'm looking for suggestions from friends who are considering a different solution.

 

[HakanŞahin]

After many attempts; * the meshes are not connected to each other where there are fractures. *the roof can be connected to the main mass with deep beams. (I could not examine the results because the analysis could not be completed. It gives a pivot error in an out-of-plan coordinate). *The broken plate part I'm thinking of solving it on the handle and defining the loads in the ide. Also, I will define the mass of the slab at the column end nodes. *15 cm plate is sufficient for punching. *External 30*30 columns will also be connected with beams. I am waiting for suggestions from friends who are considering a different solution. [/quote ] Can you add the project you entered?

 

[isbandam]

Attached is the project I made to try. I did not get the pivot error again when I raised the column upper levels to approximately floor level. Good work.