elevator flooring

[inş_müh]

The floor we defined for the elevator, but if we do not throw beams on both sides, it gives a floor code error. Is the solution for this correct? The ladder doesn't come right in the drawing. How can I adjust it. Best regards..

 

[unver]

Hello My suggestions; --The upper rigid floor number must be -2, --If the top floor is in D40 (elevator) slab: delete this slab and re-enter at 120 cm elevation, --The staircase looks normal in the section. --Take the stair load in the calculations, --Check the wall loads, --Don't let the beams on the side of the elevator gap protrude beyond the curtain, --Do not make the narrow sides of the column 30 cm less. Good luck with. Unver ÖZCAN

 

[inş_müh]

Even though I re-added the Elevator Flooring, it gives a problem of incorrect floor code. It doesn't show the stair drawing even though I added the stair axis. It is more correct to choose Semi-rigid/Rigid diaphragms when analyzing bidet. How right it is to give the floor by placing a linear load on the end of the stairs. Best Regards...

 

[Levent Özpak]

The floor we defined for the elevator, but if we do not put beams on both sides, it gives a floor code error. Is the solution for this correct.

Hello, "Incorrect floor level warning" means that the beam elevations where the floor is connected with the elevation In this case, the load transfer to the floor supports and the relevant beams will also be faulty.

The ladder is not completely missing in the drawing. How can I adjust it. Best Regards..

The ladder is repeated in dimensions and geometry suitable for the project. can be created.

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Elevator Flooring gives trouble with incorrect floor code even though I re-added it.

Check whether the elevation of the floor and the levels of the elements to which the floor is connected are compatible.

":1hz29x5a"]It doesn't show the stair drawing even though I added a stair axis.

Edit the support conditions of the stair edges and perform stair analysis. (In the program, stair reinforcement axles and reinforcement drawings have been developed for straight-armed stairs. It would be appropriate to arrange reinforcement drawings of stairs with different geometries using 2D drawing possibilities.)

While doing bidet analysis, it is better to choose Semi-rigid/Rigid diaphragms. It is true.

Analysis method should be chosen according to the acceptance of semi-rigid diaphragm in systems with un-beamed flooring, tunnel formwork systems, and systems where stairs, domes and vaults are resolved together. Systems with rib and cassette flooring can be analyzed according to both methods. (Semi-rigid solution In slab flooring systems, analysis can be made according to both methods

How accurate is it to give the floor by placing a linear load on the end of the stairs Best Regards...

Stair abutments together with the solution If it is not arranged according to the conditions, it is also acceptable to give the ladder loads as an additional load to the relevant elements. It is an approach. Good work

 

[inş_müh]

- Whatever I did, I couldn't fix the wrong floor code. I couldn't understand what I entered wrong. Although the beam floor levels are the same - Is it enough to give the stair loads 0.15/0.35. Also, I entered the stair reinforcements manually. Is it a correct approach? on the ladder report, the moments are indicated as 0, although I drew the axle. Thanks in advance...

 

[YasinTezel]

- I couldn't fix the wrong floor code no matter what I did. I couldn't understand what I entered wrong. Although the beam floor elevations are the same - Is it enough to give the stair loads 0.15/0.35. Also, I manually entered the stair reinforcements. in the report, the moments are stated as 0, although I have drawn the axis.. Thanks in advance...

Hello, there is no beam on the front of the elevator floor. If you define a beam on the front of the floor at +120 level, the geometry error will be corrected. Moments 0 and reinforcement selection because stair analysis is not performed. not done. Also, the ladder you use has a geometry problem. The drawings are wrong. Watch the attached videos and create the ladder yourself. Creating the ladder

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Stair Calculation and Reinforcement Drawing

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