ribbed flooring

[evanes07]

Have a nice day; In the project, I need to solve the basement with ribs, TS500 says that transverse threads are required for a span exceeding 4 meters, is this a strictly mandatory rule? How can we define a transverse tooth if it is mandatory? It also doesn't show an error for ribs on consoles, but is it ok like this? Also; In the slab parameters, for slabs in one direction, does min hurdi show the bending reinforcement and min hurdi shows the other pursantaj distribution reinforcement? I had one last question; Don't we get extra floor load for styrofoam foam as filler material? If it will be brick, how do we determine the load we will add to the slab? Can you give information about the pros and cons of brick and styrofoam?

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[M. Berat Denli]

Re: Ribbed flooring..

I need to fix the basement floor with ribs in the project, TS500 says that a span exceeding 4 meters requires transverse teeth, is this a strictly mandatory rule? How can we define a transverse tooth if it is mandatory? Also it doesn't show an error for ribs on consoles but is it ok like this ?

In this forum

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header.

Also; In the slab parameters, for slabs in one direction, min hurdi shows the bending reinforcement, min hurdi shows the other pursanta distribution reinforcement?

Bending reinforcement is not calculated in hollow floor slabs, fi8/18 distribution reinforcement is placed on the slabs. If the user wants, he can edit from the Slab Reinforced Concrete dialog.

I had one last question; Don't we get extra floor load for styrofoam foam as filler material? If it will be brick, how do we determine the load we will add to the slab? Can you give some information about the pros and cons of brick and styrofoam?

In ideCAD, you should add the m2 weight of the hollow block brick to the covering load and enter it as the covering value. If styrofoam foam is used, its weight can be neglected because it is very light.

 

[evanes07]

Re: Ribbed slab.. In question 2, does min hurdi pursanta show the bending reinforcement ratio in unidirectional slabs, and min hurdi other pursanta shows the distribution reinforcement of one-way slab in general slab parameters, not only for hollow floor slabs? Also; In TS500; ''The bending reinforcement ratio for plates operating in one direction cannot be less than 0.003 for S220 and 0.002 for S420 and S500. The spacing of the main reinforcement cannot exceed 1.5 times the slab thickness and 200 mm.” What exactly are the scales in the flexural and prime reinforcement slab parameters. Also; In TS500; ''For slabs with and without beams running in two directions, provided that it is not less than 0.0015 in each direction, the sum of the reinforcement ratios in both directions cannot be less than 0.004 for S220, 0.0035 for S420 and S500. Reinforcement spacing cannot be more than 1.5 times the thickness of the slab without a plate, and 200 mm in the short direction and 250 mm in the long direction. That is, is it valid for additions that cannot exceed 1.5 times the floor thickness? Also, if 20 or 25 cm is valid or higher, is there a limit to it?

 

[M. Berat Denli]

2. In the question, does min hurdi pursanta show the bending reinforcement ratio in unidirectional slabs, and min hurdi shows the distribution reinforcement of one-way slab in general slab parameters, not just for hollow slabs? Min Hurdi other prusantaj: It is the long side pull in Hurdi flooring.

Also; In TS500; “The bending reinforcement ratio for plates operating in one direction cannot be less than 0.003 for S220 and 0.002 for S420 and S500. The spacing of the main reinforcement cannot exceed 1.5 times the slab thickness and cannot exceed 200 mm. What exactly are the scales in the bending and main reinforcement slab parameters in the rule.

Also; In TS500; "For slabs with and without beams running in two directions, provided that it is not less than 0.0015 in each direction, the sum of the reinforcement ratios in both directions cannot be less than 0.004 for S220, 0.0035 for S420 and S500. Reinforcement spacing cannot be more than 1.5 times the thickness of the slab without a plate, and 200 mm in the short direction and 250 mm in the long direction. That is, is it valid for additions that cannot exceed 1.5 times the floor thickness? Also, if 20 or 25 cm is valid or higher, is there a limit for this?

You must comply with the reinforcement spacing rules for additional reinforcement.

 

[evanes07]

Thanks for the replies, but in another answer you said you were open to comments for additions;

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[M. Berat Denli]

Thanks for the replies, but in another answer you said that comments are open for additions;

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My previous answer: "There is no distinction in the regulation as main reinforcement or additional reinforcement. This situation is open to interpretation." My comment is that we should use the same rules for all reinforcements, since there is no distinction between main reinforcement or additional reinforcement.

 

[evanes07]

You said that you can change the range of additional reinforcements if you want, if it is open to interpretation, it is mandatory not to change it, then in terms of regulation? In addition, when I take a quantity, the total quantities do not match each other in the table, and when I make a change that has nothing to do with the ladder, the ladder reinforcement also changes.

 

[M. Berat Denli]

You said that you can change the range of additional reinforcements if you want. If it is open to interpretation, it is obligatory not to change it, then in terms of regulation?

There is no distinction between main reinforcement and additional reinforcement in this article. My interpretation is that you must comply with this clause for additional reinforcement. No, if you say you don't comply, the regulation is as I marked. Initiative and interpretation are yours.

Also, when I take a quantity, the total quantities do not match each other in the table, and when I make changes that have nothing to do with the staircase, the stair reinforcement also changes.

 

[evanes07]

I understand, it is interesting that this article is open to interpretation in the regulation... In the other question, I want to say before the staircase issue, that the total reinforcements in the tables I posted do not match each other... Regarding the staircase, I solved the staircase independent of the structure, but I made the column stirrup range from 5 to 10 from the parameters. When I did it, the total reinforcement of the stairs was different, but I looked at the reinforced concrete staircase, I couldn't see any changed reinforcement.

 

[Ismail Hakki Besler]

For additional reinforcements, you must comply with the reinforcement spacing rules. The reinforcements in the program are consistent both in the drawing, in the report and in the quantity. If you have found a situation that does not fit, add this project, friends.

 

[evanes07]

Have a nice day; When I take the quantity without touching anything as I opened it in the project I opened, the totals are correct, but when I take the quantities again right after, the stair reinforcements are constantly different and when I add the reinforcements in the reinforcement table of quantities and the reinforcements in the total quantity table, they are not equal.

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[M. Berat Denli]

Good afternoon; when I take the quantities without touching anything as I opened in the project I throw, the totals are correct, but when I take the quantities again right after, the stair reinforcements are constantly different and when I add the reinforcements in the reinforcement quantity table and the total quantity table, they are not equal..

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You made some mistakes while modeling the ladder.Your ladder model is not correct as seen in the solid model. Because of this situation, you get an error in the quantity. Each time you press the meter, the geometry of the ladder changes due to the error in the model. If you want, add the staircase architecture, I will create the staircase and share it with you.

 

[evanes07]

I threw out a floor plan, I chose the staircase from the ready-made template, I think I entered the values correctly, but if you look..

 

[Ismail Hakki Besler]

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