Vertical load too high and shear

[hatice.mert]

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After analysis the vertical load is too much and I am getting some truncation errors. How can I fix it please help would you be ?

 

[unver]

Hello, My Suggestions -- Subtract the concrete value from C20 to at least C25, (errors are decreasing 5.) --The upper rigid basement floor number may be -1,-4, --The narrow side of the column should be at least 30 cm, --(B) errors and some of it will be corrected, -- Give horizontal load to the curtains between the axis of A15 and K13, -- Solve the semi-rigid diaphragm with the ladder, If we do these and try, we will look again. Take it easy Unver ÖZCAN

 

[Levent Özpak]

Hello, In addition to the information given by Mr. Unver; It looks like there is a step in your project. Enter a raft foundation on the 3rd basement floor under the load-bearing elements ending in the 3rd basement. Good work

 

[hatice.mert]

Thank you very much for your help. I overlooked the basic jeans. I fixed it, Mr. Levent. I looked at the things in both messages, but I can't save cutting on 3 curtains. Also, how much should the distributed load in the curtain lateral load be? http://www.dosyasite.com/gz16faafd2pv.html[/url]

 

[unver]

Hello

--The narrow side of the column should be at least 30 cm, --(B) errors will also be corrected, -- Give horizontal load to the curtains between the axis of A15 and K13, --With the ladder Solve the semi-rigid diaphragm together,

In addition to the information given by Ünver Bey; It looks like there is a step in your project. Enter a raft foundation on the 3rd basement floor under the load-bearing elements ending in the 3rd basement. It would not be healthy to comment when these do not improve. You can use

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to give horizontal force to the curtains. Unver ÖZCAN

 

[hatice.mert]

Hi, In addition to the information given by Ünver, there seems to be a step in your project. Enter a raft foundation on the 3rd basement floor under the carrier elements ending in the 3rd basement. Good work

I did the suggestions but there was no improvement. So I restored the column sections. I also saved the cut in one of the curtains, but I have 2 curtains left. Can you see how I can solve it, please

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[unver]

Hello. You haven't corrected what I said and the main subject that Levent said, Still I corrected it to help a friend who is doing a project, Enter the horizontal soil load as well. My suggestion is to examine all the problems and solution suggestions in the forum, then you can solve the problematic areas in the project you will do very easily. The project is attached. (The (B) error remained on the 5th floor of the S19 column, I couldn't interfere much because I did not know the architecture. The columns were roughly corrected and can be moved to the right and left and brought to their final state.) Take it easy Ünver ÖZCAN

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[hatice.mert]

Hello You haven't corrected what I said and the main subject of what Levent said, Still I corrected it to help a friend who is doing a project, Enter the horizontal soil load, My suggestion, examine all the problems and solution suggestions in the forum. You can solve the problem areas in the project very easily. The project is attached. (The S19 column also has 5 floors (B) error left, I couldn't intervene much because I don't know the architecture. The columns have been roughly corrected and can be moved to their final state.) Take it easy, Ünver ÖZCAN

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[/quote ] Mr. Ünver, thank you very much for your interest. I am looking at my shortcomings now. This is my first project, so I have a lot of shortcomings, but thank you very much for guiding. Good work