Beam deflection limit exceeded error

R

ramisvardar

New Member
I could not fix the beam deflection limit exceeded error. Even if I increase the cross section and draw again, the errors do not go away. I made the same drawing, I solved the errors, but now it does not work, I am waiting for your help.
 
Re: beam deflection limit exceeded error? I couldn't see any error related to data entry. Considering that the cantilever elements are balconies, there is a 13 cm brick wall definition on the balcony beams. It is useful to review the beam loads again.
 
Re: beam deflection limit exceeded error? first of all, thank you for your interest and suggestion. yes, most of the consoles are balconies, some of them are balconies, I reset the beam load on the balcony beams and the roof, but it still gives an error
 
When I tried the same drawing last week, I'll post the error-free version, I don't understand what's the difference.
 
There is the same problem in the project you said there is no error. I had it analyzed again and there is a deflection problem.
 
I can't find what to say right now, there was no error in that project until now, now there is, I don't understand what the program is doing. Do you have a solution suggestion?
 
The ribs can be made in the long direction. Normal beam design can be made instead of flat in consoles. Or beam sections can be increased.
 
If the definition of sloping slabs is not made for slabs, the angle specified in the features does not matter. If you look at the project sections, it seems that there is no slope.
 
yes, I did not incline, so how do we fix this deflection error, does anyone have any information about this? It is not possible to increase the cross section.
 
You can solve the deflection problem by removing the check deflection conditions option. Deflection of the beams in line with the limits of the regulation is given. The attached file is error-free.
 
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