Error changing column dimensions across all floors

[e.zrl]

Hello everyone, I edited the dimensions of a column in a project I was working on with the 'change column dimensions' command, but the column dimensions did not change on the ground floor and when I came to that floor and checked it, I realized that I could not select the column on the ground floor. It always keeps either the beam or the floor next to it, but it does not see the column, analysis errors It also gives an insufficient reinforcement error in the beams connected to that column, I think it is probably related to this error, but I can't find where I made a mistake, I would appreciate it if you could help.

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[unver]

Hello. You can select the columns if you click and open the COLUMN is closed from the layer settings. Unver ÖZCAN

 

[unver]

Hi, the corrected project is attached. You can use it by making stair abutments. Unver ÖZCAN

 

[e.zrl]

Hello, the corrected project is attached. You can use it by making stair supports. Ünver ÖZCAN

Ünver, First of all, I would like to thank you for your interest. There are a few points in my mind; 1-project does not fit the 1/7 ratio I have defined a few curtains (because it gives a column-beam connection safety error when I define a column) is this a correct approach? 2-I chose the fully rigid diaphragm modeling method in the analysis settings, but I saw it as semi-rigid in the project you corrected and sent I am wondering the reason for this change because I am not very knowledgeable about it 3 -When defining stairs, I first define the whole floor and then create a floor space, I know that there is an option to create a floor by drawing the edge of the floor, which one of these would you recommend?

 

[unver]

Hello

1-I have defined a few curtains that do not comply with the 1/7 ratio in the project (because when I define columns, it gives a column-beam junction safety error) is this a correct approach?

I think the regulation should be followed for curtains ,

2-analysis I had chosen the fully rigid diaphragm modeling method in the settings, but I saw it as semi-rigid in the project you corrected and sent, I wonder the reason for this change because I am not very knowledgeable about it

the proposed situation in the new regulation , a method that gives more accurate results than rigid slab,( there is information about this on the site.)

When defining 3-stairs, I first define the whole slab and then create a slab gap, and then draw a slab edge. I know there is an option to create a floor, which one would you recommend?

Small gaps in floors such as chimneys and shaft passages can be opened with a floor space. If m is formed, it would be more accurate to describe the gaps with the slab edge. Unver ÖZCAN