Cassette Floor Beams

[ÇağrıCE]

In my project, I cannot get the detail expansions of the Cassette Floor beams properly.

 

[Levent Özpak]

Define calculation beams in both directions for cassette floors. You can use the typical set beam command. In D04-D02 slabs, the cassette tooth in the y direction is not fully formed. Give the starting tooth widths of the slabs appropriately. Good work

 

[3428]

HELLO EASY I made my typical beam definition in my project. I also corrected my cassette tiling settings. I adjusted the cantilever cassette floor, that is, the ribs of the cassette floor facing outwards. but in some of my slabs large rib gaps occur as seen in the appendix . what should I do . What's the solution . It happens by sliding ribs, but this time, eps is not the outermost rib on my outward facing floors. is there any other solution? thank you screenshot

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[Levent Özpak]

Hi, -You can reference the same beam or line when creating all cassette floor teeth on the floor. (For example, you can define a line from the bottom edge of the project for the teeth in the x direction, and you can select the reference beam K21 beam with its name on the ground floor for the teeth in the Y direction.) You can define the calculation beams with the "Determine typical beam" command. -You can model a beam on the outermost edge of the console slabs instead of the slab edge. -According to TS 500, the gap between the teeth of the cassette flooring is 70 cm. It would be appropriate not to exceed

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-It is recommended to use secondary beams instead of slab edge for cassette slab gaps.

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Good work

 

[3428]

Hi, -You can reference the same beam or line when creating all cassette floor teeth on the floor (For example, you can define a line from the bottom edge of the project for the teeth in the x direction, for the teeth in the Y direction refer to the beam K21 with its name on the ground floor. You can select beams.) You can define the calculation beams with the "Determine typical beam" command. -You can model beams instead of the floor edge on the outermost edge of the console floors. -It is appropriate that the tooth spacing of the cassette floor does not exceed 70 cm according to TS 500.

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-It is recommended to use secondary beams instead of slab edge for cassette slab spaces

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Good work

- I am referencing the same location on all cassette tiles on the floor. i choose as reference . however this error occurs . -I have already defined a typical beam.(Is there a place I have done wrong or missing. I do not understand, sorry) -If I define a beam at the end of the console floor, won't there be a plus load? Isn't the floor edge healthier? just the idea, of course you know better.) -If the TS500 E does not fit, why does the program not give a warning? -What do you mean by secondary beam? Should I go back with the normal beam? Or is there a separate command? thank you .

 

[Levent Özpak]

- I refer to the same location on all cassette floors on the floor. I choose the elevator curtain as reference. However, this error occurs.

For all floors, the bottom of the project for the teeth in the x direction, to avoid large tooth gaps you can define a line from the edge, choose the reference beam K21 with its name on the ground floor for the teeth in the Y direction.

-isn't there a plus load if I define a beam at the end of the console slab. Isn't the slab edge healthier. just the idea, you know better.)[/quote ] This suggestion has been made so that the teeth do not work as a console. If

-TS500 E does not fit, why does the program not give a warning.

It is among our request notes to give a warning. What do you mean by

secondary beam. Shall I return with normal beam. Or a command separately Thank you .

Yes, it is suggested to define a normal beam.It is expressed as a secondary beam as the beam will be supported on other beams.

 

[3428]

- I am referencing the same place on all cassette tiles on the floor. I choose the elevator curtain as a reference. however this error occurs.

You can define a line from the bottom edge of the project for the teeth in the x direction for all slabs to avoid large tooth gaps, and for the teeth in the Y direction, you can choose the reference beam K21 with its name on the ground floor. Wouldn't there be a plus load if I define a

-beam at the end of the console slab. Isn't the floor edge healthier? just an idea, of course you know better.)

This suggestion has been made to prevent the teeth from working as a console. You can check the referenced link on this topic.

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-TS500 Why doesn't the program give a warning if it doesn't fit .[/quote ] It is among our request notes to give a warning. It's okay if you don't include it in your notes

What do you mean by the secondary beam? Should I go back with the normal beam? Or is there a separate command? thank you .

Yes, it is suggested to define normal beam. Since the beam will be supported by other beams, it is expressed as a secondary beam.

Thank you very much .