Project Attached, I could not fix B errors...

G

gencideci

New Member
I played around with the columns a lot to get my project without the b error. I want to get a report without error B. 2nd floor, 1st floor has no b errors. There is 1 basement on the ground floor and a few in the 2nd basement, I couldn't fix them... 4.6 MB size file. Since this place accepts a maximum file size of 4 mb, I could not upload it. You can download it from the link.
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The TK147 foundation is not connected to the column. More precisely, there are many problems with the basic connections. Pay attention to the geometry check. Most of the warnings there are very, very important warnings. Columns S12-17-18 have vertical continuity errors. Console from the beam? Some of your floor loads on the ground floor ceiling are incorrect. You have given 0.15 slab load. These floors probably have walls on them. On top of that, you placed a ladder. As there are no stair loads, wall loads are also not considered. You could do the K9 beam all the time. Or at least it would be a healthier data entry if you connect it from the column and give it eccentricity. K38-40 beams do not fit the column properly. Also, place the k12-13 14-15 beams on the column properly. How are you doing rib flooring? Use the semi-rigid diaphragm option. The support conditions of the stairs are incorrect. Rib continuities are faulty. Columns S10 s11 are connected in one direction. If you're already laying ribs, why not tie it the other way? Duplex stairs and floors have become "I did it". By looking at the results of the analysis, I see that you are in the perspective of " the structure is solved for me, but let me solve the following combination issue too". Column beam connection is one of the important mistakes.
 
I changed the project b to fix the errors. I was able to minimize it this way. There is a better solution of the project. I'm just trying to somehow fix the b errors. I am aware that this project is not a project to be implemented, but it has already been mapped properly, let me get a report without any b errors.
 
After all, if you think you can fix something without fixing the column vertical continuity problem, you are wrong. Whether it is an application project or not. If you necessarily say "B" error, you can read the 9th article of the attached link and be informed.
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Hello everyone, I agree with all of N.Yılmaz's findings as usual. I did not understand for what purpose the uploaded project will be used, but due to design errors and poor modelling, column beam shear safety etc. problems have occurred. You also said "I'll just get a report without a b error" and you reduced the work to a report, but there is excessive reinforcement accumulation in some beams and columns. I don't think you're looking at internal forces and pursantages.
 
"Godfrey":1mask474" said:
Hi everyone, I agree with all of N.Yılmaz's comments as usual. I did not understand what the uploaded project would be used for, but due to design errors and poor modelling, problems such as column beam shear safety etc. occurred. You also said "I'll just get a report without the b error" and you reduced the job to the report, but there is excessive reinforcement accumulation in some beams and columns. I think you didn't look at the internal forces and pursantages.
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Thank you.
 
"NYILMAZ":ikzeoity" said:
Apart from everything else, if you think you can fix something without fixing the column vertical continuity problem, you're wrong. Whether it's an application project or not. Not necessarily "B" [/ b] error, you can read the attached link, article 9.
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Thank you for your kind and helpful attitude as always. Together with the boss, we looked at the project and solved the problems. Thank you again.
 
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