I am getting the system cannot be resolved error

C

civilization

New Member
Hello there. In the attached project, it gives the error that the system cannot be resolved continuously in the analysis. I'm looking for the relevant node and can't find it either. In the project, it is formed when the lower level is given especially to the foundation and thus to the columns and curtains. I wanted to define a basement floor without giving a lower level, and the same thing happened. I'll be happy if you can help me.
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The problem is caused by the D26 tile. If you delete the D26 tile and add tiles again on all floors, it gets analysis. No beam flooring was added to the basement in the building (If the infill floor is to be built, there are posts on this subject in the forum). No stairs were added to the building. You should get analysis by modeling the ladder and including it in the system. You need to fix the errors in the geometry controls, especially the basic errors.
 
"Technicalman":17o3h94t" said:
The problem is caused by the D26 slab. If you delete the D26 slab and add slabs on all floors, it gets an analysis. No beam slabs are added to the basement floor in the building (If the infill floor is to be created, there are posts on this topic in the forum) A ladder was not added to the building. You should take analysis by including it. You need to correct the errors in the geometry checks, especially the basic mistakes.
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Thank you for your help. I will check the geometry. I haven't placed the ladder because the design phase hasn't finished yet. I was wondering how you found out that there was a problem with the D26 tile. Node 116 while analyzing The program says there is a problem at the point, but I could not find that node. In Normaş, I give lower elevation to the foundation columns and curtains for the filling part, and I pass the outer frame with the curtain as much as the filling amount, but no matter what I did, I could not solve the system. Therefore, I defined a basement for the filling, but the same is true for it. There was a problem. Be general at once. I would be glad if you evaluate the project, it will be useful for me in terms of seeing my shortcomings. Thank you again.
 
"civilization":1jxo6o5x" said:
Hi. In the attached project, it always gives an error that the system cannot be resolved in the analysis. I am looking for the relevant node point and cannot find it. same thing happened to him. I would appreciate if you can help.
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Hello, It seems that there are incorrect user-defined rigid connections in your project. Analysis will be performed when all rigid connections are deleted in the Structure Tree (The program will automatically create rigid connections in the existing carrier system) The project is attached. Some notes: There is no rigid diaphragm formation (flooring) in the basement floor. It would be appropriate to define the basement height as a single floor by adding the height of the ground floor .
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Connect continuous base nodes from panel nodes.[quo te="Technicalman":1jxo6o5x"]The problem is caused by D26 tiling. If you delete the D26 slab and add slabs again on all floors, it gets an analysis.[/quote] The situation you mentioned occurs when the project file 7 version is opened in version 8. In version 8, the user-defined rigid connection has been removed. The tile edge piece remaining inside the D26 tile causes the tile boundaries to be formed incorrectly. (When the old version project files are opened in Ver 8.62, a warning is given to recheck the data due to changes in data entry rules.)
 
I am getting the error "The system cannot be resolved in the attached project" Although I have looked at the related topics and similar examples in the forum, I could not find where the error is. There is a 150 cm level difference inside the building due to the slope in the building model. I created the model in question by giving elevation and top elevation to the connected elements at the step point. It could possibly be related to that. I wrote to [email protected] but got no response. I need urgent help on the matter. Link link:
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"Olcay AYDIN":1wewhvst" said:
I get the error "The system cannot be solved in the attached project. Although I have looked at the related topics and similar examples in the forum, I could not find where the error is. There is a 150 cm level difference inside the building due to the slope in the building model. The model in question is connected at the tap point. I created it by giving jeans and top jeans to the staff. There may be a situation related to this. I wrote to [email protected] but I did not receive a response. I need urgent help on the subject. Link link :
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Hello, In your project, enter the curvilinear point number of the arc beam K42 as 5 on all floors Analysis will be done in the project. You can send your e-mails about technical issues to [email protected] Some other notes: -It is seen that there are no perimeter curtains on the basement floor. The floor is not considered rigid. -Moving y in Analysis Settings The load factor of 0.3 is entered. It will be 1.6. (For vertical installations, it is requested to install 1.4G+1.6Q on TS 500.) Good work
 
"Levent Özpak":21gsgpy0" said:
"Olcay AYDIN":21gsgpy0" said:
I am getting the error "The system cannot be resolved in the attached project". Although I have looked at the related topics and similar examples in the forum, I could not find where the error is. There is a 150 cm level difference inside the building due to the slope in the building model. I created the model in question by giving elevation and top elevation to the connected elements at the step point. It could possibly be related to that. I wrote to [email protected] but got no response. I need urgent help on the matter. Connection link:
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Hello, In your project, the number of curvilinear points of the arc beam K42 is 5 on all floors. Enter as. Analysis will be done in the project. You can send your e-mails regarding technical issues to [email protected]. Some other notes; -It seems that there are no perimeter curtains on the basement floor. It would be appropriate not to accept the floor as rigid. -The live load factor of 0.3 is entered in the Analysis Settings. It will be 1.6. (For vertical installations, it is requested to install 1.4G+1.6Q on TS 500.) Good work
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I tried many parameters other than the geometry of the system related to the solution of the problem. Frankly, I left the basement floor rigidity on purpose. Thank you for your detailed review and solution.
 
I wrote to
"HakanŞahin":2sbvugtx" said:
"Olcay AYDIN":2sbvugtx" said:
[email protected] but got no response.
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Hello, ideYAPI official technical support mail address is [email protected]. We do not have an e-mail address as [email protected]. I think it is no longer used. Thanks for reminding me too. I think the difference of IdeYAPI/IdeCAD family is here. The smallest detail is taken into account without being overlooked or underestimated. I wish you to continue your work with this meticulousness and determination. Good luck with.
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This mentioned e-mail address is the address that our forum site sends an e-mail to you as an automatic notification when a new message is added to the forum, depending on your choice.
 
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