Column-beam junction shear safety

[unalmh]

Hello friends, In my project, there is a problem of cutting security in many joints. Is there a problem with my design? I chose the system as fully rigid/high ductility level/A14, did I choose it right? I would also be pleased if you could tell me your suggestions about the project in general and the mistakes I made.. The ground values are correct. You can activate the architecture from the layers section

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[Levent Özpak]

hi friends, There are many cutting safety problems at the joints in my project. Is there a problem in my design. I chose the system as full rigid/high ductility level/A14. Did I choose the system correctly? I will be glad if you tell me the mistakes I made.. Ground values are correct. You can activate the architecture from the layers section as a base

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[/quote ] Hello, -For the column beam joint shear safety issue, item 9 can be viewed in the frequently asked questions link

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-Your curtains are not hollow curtains.You must select the Carrier System Type A15 in both directions in the TBDY 2018 wizard.

 

[unalmh]

Thank you for the information, Mr. Levent. Isn't the intention in the hollow or non-spaced part of these curtains related to whether the curtains are connected to the tie beam or not? I have a second question. When I made anzliz, I encountered an error saying that the mesh could not be created on the tiles. Where did I go wrong and it gave such an error? how can it be fixed. I am sharing the project. Thanks in advance

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[Levent Özpak]

Thank you for the information, Mr. Levent. Isn't the intention in the hollow or non-spaced part of these curtains related to whether the curtains are connected to the tie beam or not?

-Yes, the curtains in the carrier system TBDY 2018 Article 4.5 .4. If it satisfies the conditions stated in the section "Modelling of Reinforced Concrete Tie-beam (void) shears", it can be taken as "Boundary shear wall"

I have a second question. When I made anzliz, I encountered an error saying that the mesh could not be created on the tiles. Where did I go wrong and it gave such an error? how can it be fixed. I am sharing the project. Thanks in advance

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If you analyze according to the semi-rigid diaphragm method, meshing problems are solved. The meshing problem in the fully rigid solution is noted for review. (If you can define the low floors of D07 and D08 with their names on the ground floor at zero elevation, floor meshes are also created correctly in the solution according to the fully rigid diaphragm method.) Note: Define the beams between P01-S05,S06-P02 P03-S10, S11-P04 as one piece . Good work

 

[unalmh]

yes, in a fully rigid system, when I pull the low floors to 0 elevation, they create a net, but they want the bathrooms to be low. When you throw a stud beam on the beams you have dropped, the program divides itself. how do i define it as a single beam? I will be glad if you can help

 

[Levent Özpak]

... When you throw a stud beam on the beams you have noted down, the program divides it itself. Run the "Combine" command in the beam utility toolbar, for example select the beams P01-S05 and press the right button.)

 

[unalmh]

Thank you very much .. If there is a fix for this problem caused by low flooring in fully rigid solution, I would like to receive information everything thank you very much Mr. Levent I wish you a good work again