I want to reduce the diameter of the stirrup

[Gokhan30]

My dear elders. I'm working on a project. When I submitted the project to build control, it found a few errors and sent it back. The stirrups were overlooked, I did not check, the program put 16. He stated this in his report as a building inspection. Despite working on it, I was able to reduce the stirrups to 10 reinforcements. What kind of work should I do on the column so that I can lower it to the 8' reinforcement. This was my first question. The other parts that the building inspection asked me to do but could not do are as follows: - He said to measure the foundation amplitude - He said that lean concrete detail should be shown in the foundation. (I have no idea how to show this.) - He said that the French balcony will be added to the formwork and reinforcement details. (I don't know how to do this either) Note: Since the building inspection found a mistake on the stair landing in the architectural project, I rebuilt my project. The landing has been enlarged by 30 cm. The location of my 2 columns has been changed. Therefore, my layouts are wrong. Please ignore my layout. My project has been added with the we transfer link. I would greatly appreciate your help. Best regards

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

 

[sahinsukru]

Dear elders. I am working on a project. When I sent the project to the building inspection, he found a few errors and sent it back. The stirrups were overlooked, I did not check, the program put 16. He stated this in his report, although I was working on the stirrups. I was able to reduce it up to 10. What kind of work should I do on the column so that I can lower it to 8-inch reinforcement. This was my first question. The other parts that the building inspection asked me but could not do are as follows: - He said that a measurement should be given to the foundation ampatment - He said that lean concrete detail should be shown at the base. I have no idea how to show this ) - He said that it will be added to the French balcony molding and reinforcement details ( I don't know how to do this either ) Note : Since the building inspection found a mistake on the stair landing in the architectural project, I rebuilt my project. The landing was enlarged 30 cm more. 2 pieces The location of my column has changed. Therefore, my layouts are wrong. Please ignore my layout. My project was added with the we transfer link. r. I would appreciate your help. Best regards

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

These questions are very basic, they are an experienced person near you. You should get help from an engineer.

 

[Gokhan30]

Thanks. I wish you could help by not responding.

 

[engcivil]

For your 1st question, you have chosen your stirrup diameter of 16 in the column reinforcement selection. In your second question, you need to measure the part from the outer columns to the end of the foundation. 3. In your question, you can show gorbeton as 10 cm in the foundation section. 4. Your question is in the formwork plans, I think your d40 and d 41 floors are french balcony. Pay attention to the warnings in the geometry control. The column numbers named as s2 on the upper floors of the s16 column in the basement continue with the same name on each floor. There is also a problem in naming columns such as s5. I would also recommend connecting columns s4 and s1. Good luck with

 

[Gokhan30]

First of all, thank you very much for taking the time to take care of my project. Since I increased the stair landing to 120 and redesigned it, my sheet is the leftover sheet from the previous project. The location and size of the columns have changed. That's why I didn't care about naming them. I guess I asked the question wrong in my first explanation. How is the stirrup diameter from the reinforcement table? Actually, I didn't want to ask if it was changed. I was able to reduce my stirrups from 16 to 10. When I design with 8 gauge reinforcement, most columns give an error after the analysis. If I always want to make 8 gauge stirrups, what other work should I do on the column so that it will not give an error after the analysis. That was my question. It would be a shame to ask where the reinforcement is made. By the way. Thank you very much for the ampatman and lean concrete details. I will show you directly in the details as you sent. For the French balcony, would it be sufficient to write a French balcony slab on top of those small slabs I put later. Again, thank you very much for trying to help us without hurting our young colleagues' pride.

 

[sahinsukru]

Thanks. I wish you could help by not replying.

First of all, thank you very much for taking the time to deal with my project. Because I did this, my sheet is the leftover sheet from the previous project. The location and size of the columns have changed. That's why I didn't care about naming them. I guess I asked the question wrong in my first explanation. Basically, I didn't want to ask how to change the stirrup diameter from the reinforcement table. I was able to reduce my stirrups from 16 to 10. When I design with 8 gauge reinforcement, most columns give an error after the analysis. If I always want to make 8 gauge stirrups, what other work should I do on the column so that it will not give an error after the analysis. That was my question. It would be a shame to ask where the reinforcement is made. By the way. Thank you very much for the ampatman and lean concrete details. I will show you directly in the details as you sent. For the French balcony, would it be sufficient to write a French balcony slab on top of those small slabs I put later. Again, thank you very much. For trying to help us without hurting the pride of our young colleagues.

Everyone has gone through these roads, we are still learning. The topics you ask are basic issues, you should get help and support from experienced engineers near you to advance in the profession. This issue is independent of being young, inexperienced, or proud. You should benefit from experiences to learn and develop, life will be easier for you. Our door is open to all colleagues, if you are in Bursa, my door is also open to you.