Retrofit project drawing assistance

[f.pehlivan]

What do I need to pay attention to in the drawing of the reinforcement project? If you can send the drawings of a reinforced project, I would be very happy.

 

[Levent Özpak]

when I say to open the reinforcement in place in the column application plan, it only gives the dimensions of the column and jacketing, it does not give any information about the reinforcement, how can I show the information about the reinforcement in the project

Hello, Mantle reinforcements are below the column size information After defining the column jackets in your project, the jacket reinforcements may not have been calculated because the general analysis was not done.You can check whether there is reinforcement by clicking show jackets in the column reinforced concrete dialog.

 

[f.pehlivan]

when I say to open the reinforcement in the column application plan, it only gives the dimensions of the column and jacketing, it does not give any information about the reinforcement, how can I show the information about the reinforcement in the project[ /quote] Hi, Mantle reinforcements are written below the column size information. After defining the column jackets in your project, the jacket reinforcements may not have been calculated because the general analysis was not performed. You can check whether there is reinforcement by saying show jackets in the column reinforced concrete dialog.

I'm uploading the project, Mr. Levent doesn't throw any reinforcement on the columns, I couldn't understand why, but he gives the linear performance analysis report without any errors, basement and ground floor are available, 1st and 2nd floors will be poured additionally

 

[Levent Özpak]

when I say open the reinforcement in place in the column application plan, it only gives the dimensions of the column and jacketing It does not give any information about the reinforcement, how can I show the information about the reinforcement in the project

Hello, Jacket reinforcements are written under the column size information. After defining the column jackets in your project, the jacket reinforcements may not have been calculated because the general analysis was not performed. You can check whether there is reinforcement by saying show jackets in the column reinforced concrete dialog.

I'm uploading the project Mr. Levent doesn't add any reinforcement to the columns, I couldn't understand why, but he gives the linear performance analysis report without any error, basement and ground floor are available, 1st and 2nd floors will be added

The reason why the jacket reinforcements are not thrown is in Analysis Settings/General Settings option This is because the Automatic Reinforced Concrete Design- option is not selected. The program gives an error due to one-sided jacketing of columns S1-S4 and S12 inside the perimeter walls. (This type of data entry is not a situation foreseen in the program algorithm.) In order to solve the problem, it is recommended to jacket the relevant columns from at least two sides. (Or basement perimeter curtains can be defined as reinforcement curtains.) Apart from that, in the project; -Column jacket material was chosen as C20 S220. - In the Performance Analysis, it would be appropriate not to model the walls as a shell in order to take into account the cracked section stiffness. *TK05 base seems not connected to S7 column. Good work

 

[f.pehlivan]

The reason why the jacket reinforcements are not discarded is because the -Automatic Reinforced Concrete Design- option is not selected in the Analysis Settings/General Settings option. When analyzed in this way, one-sided jacketing is made for the S1-S4 and S12 columns to remain inside the perimeter walls. (This type of data entry is not a situation foreseen in the program algorithm.) In order to solve the problem, it is recommended to jacket the relevant columns from at least two sides (Or the basement perimeter walls can be defined as reinforcement curtains.) Apart from that, in the project; -Column jacket material C20 was chosen as S220. - It would be appropriate not to model the walls as a shell in order to take into account the cracked section stiffness in the Performance Analysis. *TK05 foundation seems not connected to the S7 column. Good work

Thank you very much, Levent, can I start drawing after these corrections

 

[Levent Özpak]

You are welcome. You must decide this. If you think your project is finished, you can start.