I couldn't fix the errors in the columns

M

merve

New Member
In the mosque project I added, I could not fix the errors in the s49 s50 s51 columns that carry the half domes.
 
Re: EXTREME REINFORCEMENT IN COLUMNS Hello, There are connection problems in the beams under the dome. If you edit the column jeans, the pursantages will be corrected.
 
Re: EXTREME REINFORCEMENT IN COLUMNS thank you for your reply. When I correct the elevations, the pursantans of the other columns are too high. Am I making another mistake? My column cross-sections are large enough. Am I giving the dome loads incorrectly?
 
Re: OVER REINFORCEMENT ON COLUMNS You have entered the dome loads as user defined loads. The domes are not modeled with the system. If you want, you can try to analyze by removing the loads you have defined and bracing the domes to the beams. Take the coating and live loads on the dome in accordance with the application.
 
Re: EXTREME REINFORCEMENT IN COLUMNS I knew we had to manually enter the dome loads. I also did what you said, but after the analysis, I can't see the load coming from the dome on the beams carrying the dome*
 
Re: EXTREME REINFORCEMENT ON COLUMNS Hello, You have to solve the dome together with the structure. While determining the dome support conditions; The "supporting conditions for the solution with the structure" section should be selected and the appropriate attached element should be selected for each dome edge. I also suggest that you review the coating load you have defined on the dome.
 
Re: EXTREME REINFORCEMENT IN COLUMNS
"M. Berat Denli":3ujmg5si" said:
Hello, you should solve the dome together with the structure. When determining the support conditions for the dome, the "supporting conditions for solution with the structure" section should be selected and For each dome edge, the appropriate element to which it is attached should be selected. Also, I recommend that you review the coating load you have defined on the dome.
Click to expand...
I define the dome supports exactly as you have shown. I chose the load as it will be a stone coating on the dome. It is sufficient to define the support conditions for joint analysis is not it?
 
Re: EXTREME REINFORCEMENT IN COLUMNS The support definitions are not done correctly, if you want, call us after installing the teamviewer program, we can explain it with remote access.
 
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