Factory Project and Plaque Flooring Maximum Reinforcement Range

[serky]

Hello, In the attached project, although the slab slab reinforcement spacing is set to a maximum of 20 cm, reinforcements appear on the slabs at intervals of 40 and 30 cm. What is the reason of this? The project is a factory project on which very light but vibrating machines will work. I would be glad if you could make suggestions about the project. The slab floors are around 35 m2. How do I divide these floors with stud beams between the horizontal axes? What should be the minimum reinforcement diameter in slab floors? I would be glad if you give your opinion. Project

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[Levent Özpak]

Hi, In the attached project, although the slab slab reinforcement spacing is set to a maximum of 20 cm, reinforcements appear on the slabs at intervals of 40 and 30 cm. What is the reason for this?

Hello, In the slab reinforced concrete dialog, pile and Alt Rebar spacing given under flat heading is the distance between two pillars or two flat rebars. The value entered in the laying parameters is the distance between two rebars. If you want the distance between two pillars or two flat rebars to be 20 cm, you should write 10 cm in the maximum rebar spacing in the Laying parameters. studies

 

[serky]

Thanks for your attention, now I realize it.

 

[serky]

I would appreciate if experienced friends could comment on the project.

 

[NYILMAZ]

I would appreciate if experienced friends could comment on the project.

The load-bearing system behavior coefficient should be R=8. You don't have curtains in the system. I don't know what building it is, but I recommend you to review the beam and floor loads.

 

[serky]

I would appreciate if experienced friends could comment on the project.

The carrier system behavior coefficient should be R=8. You don't have curtains in the system. I don't know what building it is, but I recommend you to review the beam and slab loads.

Thanks for your attention, as I mentioned above, the project is a factory project. "The project is a factory project on which very light but vibrating machines will work. I would appreciate if you could make suggestions about the project. Plaque floors are around 35 m2. How would I divide these floors with stud beams between horizontal axes? What should be the minimum reinforcement diameter for slab floors? If you give your opinion I'm happy."