I would like to get your opinions about the beamless slab flooring.

[kemal kurukaya]

Hello, I would like to receive your criticisms and suggestions regarding this structure modeled with non-beam slab (cork) flooring. 1-Is a perimeter beam required on floors? 2-What should be done to give reinforcement details at various axis and intervals in the formwork plan (Adding a calculation axis makes the reinforcement duplicate) 3-Is it necessary to consider band beams on the ground floor ceiling and mezzanine floor? 4-Are the R and D coefficients appropriate?

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[unver]

Hi My Suggestions: --The location of the building is Istanbul on the map, check it, fix it, install it and leave, --The bottom left pointed part of the building with un-beamed flooring (due to the architecture) is a bad approach. you'd better shave the tip from the S2 column. The slab opening is also reduced, -- In the current situation, you must select A13 in the wizard, which requires it to be completely curtained. You should make curtains what you give as a column.

1-Is a perimeter beam required on the floors?

--to make the building stronger, you will have turned to the beam-turned-beam system throughout the building on the outside. --Left Make a lower and lower right L combination curtain and name it as a group, --Stairs are not supported, --There is a lack of raft reinforcement, --Make the slab tension control from the calculation output, there are inadequacies,

2- What should be done to give reinforcement details at various axis and intervals in the formwork plan (Adding calculation axis makes the reinforcement duplicate)

--You can edit the slab calculation axis geometry with

3-Ground floor Is it necessary to consider tape beams on the ceiling, mezzanine floor?

--The tape beam is not taken into account.

 

[kemal kurukaya]

Unver, thank you very much for your suggestions. What would you recommend as an intervention in case of "stress control deficiencies" in slabs?

 

[kemal kurukaya]

In addition, since we have solved the system semi-rigid, how can we see the situation after reinforcement increase or diameter change in slabs in the shortest way, since the time is longer?

 

[kemal kurukaya]

In terms of analysis speed; increasing "finite element widths" in tile settings is positive, but can give inconsistent results for 'stress control deficiencies' in Tiles

 

[unver]

Hello. :39txry2v"]In terms of analysis speed; Enlarging the "finite element widths" in the tile settings is positive, but it can give inconsistent results in terms of "stress control deficiencies" in Tiles[/quote] It is necessary to try both to avoid mistakes.

In addition, since we solved the system semi-rigid, how can we see the situation after the reinforcement increase or diameter change in the floors as soon as possible?

Get a fast computer if your situation is the most practical solution. There is a general report of flooring icon, click there and you can see the calculation result.

 

[kemal kurukaya]

Thanks, good work.