Colon etriye araligi

[ozdemirhasan35]

Column wrapping area stirrup spacing cannot be larger than 6Q. If the reinforcement is 14, it should not be smaller than 14x6=84mm. I don't understand why it comes out 10cm. I would appreciate your help. Good work.

 

[sahinsukru]

Re: COLUMN STRIKE

column wrapping area stirrup spacing cannot be greater than 6Q, if the reinforcement is 14, it should not be smaller than 14x6=84mm, why it comes out 10cm, I could not understand. I'm glad, good work.

You need to add the project.

 

[inş.müh]

Re: COLUMN STRIKE

column wrap zone stirrup spacing cannot be larger than 6Q, if the reinforcement is 14, it should not be smaller than 14x6=84mm, why it comes out 10cm, I could not understand. I'm glad, good work.

hello, in the section of reinforced concrete design parameters, the minimum stirrup spacing from the column parameters is probably 10 cm, make it 5 cm and analyze it and look at it.

 

[ozdemirhasan35]

Re: COLUMN ETRİYESİ [/ b] mining stirrup araligi 5 cm from zaten

 

[ozdemirhasan35]

I added the project

 

[Levent Özpak]

column wrapping area stirrup spacing cannot be greater than 6Q, if the reinforcement is 14, it should not be smaller than 14x6=84mm, I don't understand why it comes out 10cm. Good work if you help.

Hello, TBDY The condition of the tightening zone stirrup spacing Sc<=6fi added in 2018 is not automatically controlled in the program at the moment. You can edit the tightening zone stirrup spacing as 8 cm in the column reinforced concrete dialog, 8 cm for the reinforcement diameter of 14. This is among our notes. Automatic control in future updates Good work

 

[ozdemirhasan35]

thank you, we will be very happy if it comes in the new update, good work

 

[ozdemirhasan35]

by the way, are there any other places that need to be corrected manually similarly?

 

[YasinTezel]

Hello, The situations that you need to check manually are explained below: - I recommend you to check 25fi in column and curtain header areas. If unnecessarily large rebar diameters are selected, spacing may not be provided. - If you get tensile/pressure/in-plane slip errors on the slabs. You may need to change the floor reinforcement type to lower and upper reinforcement types. In addition, it may be necessary to manually reduce the reinforcement spacing or increase the diameter. - 40 cm. For beams with a height of less than , you can check the S<=d/2 condition for the Beam middle zone stirrup spacing. - 60 cm in TBDY 2018. A cross-ties requirement was introduced for deep beams. Article 7.4.1.1. The crosshead arrangement in the drawings can be made using the 2D possibilities. - Control of 3.3.1.1.(b) is under user control. By turning off the rigid floor option in the basement floors, with the period you will obtain from the analysis in the rigid state of the basement floors, the periods can be compared by making the analysis in its free state. For detailed information, you can review the Compatibility document.

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