Errors Encountered in the Project

[ezgiciiiy]

Hello, I just started work and I have been working for 1 week in order to improve myself in IdeCAD. They gave me an architectural project that has already been statically designed and approved to work on. I drew the project by following the existing static project in order to draw a path for myself. Mostly I found the cause of the errors and completed it, but I am having serious problems on two different issues. 1st problem I get the error Beam exceeds Nmax limit on many beams in basement. The only difference I noticed with the current project is the reinforcement lengths noticed in the beam openings, but I couldn't find how to make the change here, or what solution can you suggest? The second problem is the Axial Capacity Insufficient error I encountered in the S58 column in the basement. Here I could not discover the difference with the current project. I would be very happy if you could help me with the problems. Also, I noticed that the concrete cover parameters are below the TS500 standards in the current project, what kind of a problem is this? Because, as I just said, the project has been approved by the municipality. Thank you in advance for your support.

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[musfur21]

Hi, I just started working and I've been working on IdeCAD for 1 week to improve myself. They gave me an architectural project that has already been statically designed and approved to work on. Follow the current static project to guide myself I drew the project by drawing the project. I found the cause of the errors mostly and I completed it, but I have serious problems on two different issues. The 1st problem is that I get the error that the Beam exceeds the Nmax limit in many beams in the basement. The only difference I noticed with the current project is the reinforcement lengths noticed in the beam expansions, but here is the change I couldn't find how to do it, or what solution can you suggest? The second problem is the Axial Capacity Insufficient error I encountered in the S58 column in the basement floor. I couldn't discover the difference here with the current project. I would be very happy if you could help with the problems. Also, the concrete cover parameters in the current project are in line with TS500 standards I noticed that under How does this pose a problem? Because, as I just said, the project has been approved by the municipality. Thank you in advance for your support.

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Can you post the Architectural Project?

 

[ezgiciiiy]

Can you post the Architectural Project?

Sure, I am attaching the link

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[musfur21]

Can you post the Architectural Project?

Sure, I'm adding the link.

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Personally, I think it would solve the problem if you make some adjustments in the sections of the beams with a height of 35. Of course, I have elders with high knowledge in the forum, their opinion is more important.

 

[ezgiciiiy]

Personally, I think that for S58, the height is 35. If you make changes in the cross sections of the beams, I think it will solve the problem. Of course, I have elders with high knowledge in the forum, their opinion is more important

the solution was reached without changing the column and beam dimensions in the current project, the main The solution I'm looking for must be something other than these. Thank you for the suggestion.

 

[Levent Özpak]

The solution has been reached without changing the dimensions of the columns and beams in the current project, the solution I am looking for must be something other than these. Thank you for the suggestion.

Hello, If the two project data are the same, the results are the same If there is a difference in the results, the load-bearing system, structure and load information, calculation methods, analysis options... are not the same. For example, the project has a rigid basement floor and "analysis method with one loading state" is selected in the Analysis settings. We recommend choosing the calculation method with two loading states In this case, Axial load (Nmax) problem on beams and column axial capacity insufficiency problem are solved.

 

[musfur21]

in the current project, the solution was reached without changing the dimensions of columns and beams, the solution I was looking for must be something other than these. Thank you for the suggestion.

Hello, If the data of two projects are the same, the results will be the same. If there is a difference in the results, the carrier system, structure and load information, calculation methods, analysis options are not the same. For example ; There is a rigid basement in the project and "single load state analysis method" is selected in the Analysis settings. We recommend choosing the calculation method with two loading states. In this case, Axial load (Nmax) problem on beams and column axial capacity insufficiency problem are solved. Good work

Could you briefly explain the difference between the two methods?

 

[sahinsukru]

in the current project, the solution was reached without changing the dimensions of columns and beams, the solution I was looking for must be something other than these. Thank you for the suggestion.

Hello, If the two project data are the same, the results will be the same. If there is a difference in the results, the load-bearing system, structure and load information, calculation methods, analysis options are not the same. For example, the rigid basement in the project There is a floor and "analysis method with one loading state" is selected in the Analysis settings. We recommend choosing the calculation method with two loading states. In this case, the problem of Axial load (Nmax) on beams and insufficiency of column axial capacity is resolved. Good work

Briefly the difference between the two methods Can you explain?

As it is written in the screenshot below, you can find detailed explanations in the related articles of Turkish Building Earthquake Regulation 2018 (TBDY2018). 4.3.6.2 Items 4.8.5.1 - 4.8.5.2 and 4.8.5.3 and 4.8.5 for two load case calculation methods. Calculation of Buildings with Bodrum with Modal Calculation Methods