Analysis Error ?

[vtutkal]

Hello, My project gives a warning as in the picture when I click on the analysis button.

You do not have permission to view link Log in or register now.

I check the geometry, it says the objects are suitable.

You do not have permission to view link Log in or register now.

I can't find where I went wrong, can you help?

 

[sultanfatih]

I think it is caused by the solution with semi-rigid diaphragm. If you do not create a rigid diaphragm in console floors, it is solved.

You do not have permission to view link Log in or register now.

 

[vtutkal]

Thanks for your answer, I just couldn't open the file, I'm using idecad 7, can you change the format and send it again?

 

[sultanfatih]

I tried it in ide 7, it didn't solve it, I don't know if it's from the k45 beam, ide8 does it

 

[vtutkal]

I removed the K45 beam and reanalyzed, the problem persists.

 

[sultanfatih]

When you wipe the console floors, you can delete them and enter a load on the beam as a wall load. It dissolves as a fully rigid diaphragm without any changes.

 

[NYILMAZ]

Your problem is caused by the beam particle at the intersection of the A axis and the 15 axis. The region in the picture If you delete the beam particle there (on all floors), the system analyzes. Therefore, the D27 tile will also be deleted. (on normal floors) you will need to re-enter this tile as well.

 

[NYILMAZ]

Let me make a couple of notes: You can reduce the load of the system by avoiding unnecessary thickness on the floors. Model floor curtains as shells. It would be more accurate to make 25/175 shears instead of 30/125 - 30/150 size columns (in mandatory sections). In architecture, teeth are formed, but rather thin teeth rather than thick ones, which I do not find very important. Include the ladder in the system. I find your 25/36 beams to be very accurate, but if you have to do it, at least their width should not be 25. You can reduce the live loads of loft flooring. You can reduce the roof beam (wall) loads.

 

[vtutkal]

Let me say a couple of notes: You can avoid unnecessary thickness in the floors and reduce the load of the system. Model the floor curtains as shells. It is better to make 25/175 curtains instead of 30/125 - 30/150 columns (in mandatory sections) In architecture, teeth are formed, but there are fine teeth rather than thick teeth, which I do not find very important. Include the ladder in the system. I find your 25/36 beams very correct, but if you have to do it, at least their width should not be 25. You can reduce the live loads of the attic floor. Attic floor beams (walls) ) loads.

Thank you for your attention. When I draw the slab edge, although I pay special attention, it creates a beam particle, how can I prevent it?