Number of crossties 270 in column S329

[ramazan]

Guys, why doesn't idecad give the number of crossties in the columns in the drawings? he just wants us to throw a kite on 4m2 on the screen. Or I couldn't find it. In the other calculation program, these are given, and all of the long and short direction crosses are written. Also, in the photo I uploaded, there are 270 kilts in the s329 column?

 

[HakanŞahin]

Re: Number of crossties

friends, why does idecad not give the number of crossties in columns in the drawings?

ideCAD gives the number of crossties in columns in the drawings.

asks us to throw a kite on a 4m2 screen.

ideCAD applies the conditions given in TDY when determining the number of crossties on curtains.

also in the photo I uploaded, is there 270 crossties in the s329 column?

Also, the number of crossties are given in the reinforcement quantities. According to the screenshot you added, there are 270 crossties in that pose. Example screenshot:

 

[ramazan]

Re: The number of skinny I don't have this. Is it related to idecad 7 or is it related to the trial version? Also, I can't understand why these kite numbers are so high for housing. In any project I've encountered so far (idecad has never come across. I haven't come across so many kiosks. I've never looked at the idecad drawing part until now. I only made drawings for study purposes.

 

[Ismail Hakki Besler]

Add the calculated project data of 270 crossties to the forum.

 

[ramazan]

Ismail right, I sent you a message.

 

[HakanŞahin]

also, I have not been able to understand why these kiosk numbers are so high for housing. In any project I have encountered so far (idecad has never come across. I have not come across this many kiosks. I have never looked at the idecad drawing part until now. only study I made drawings for purpose.

Hello again, According to the project you sent by message, based on the screenshot below, there are 270 crossties in the S329 column. The reason why there are 270 crossties is that the middle region does not form in the column. According to the earthquake regulation, complete compaction is required along the column. TDY' According to the diagram given in Fig., you have to make a compaction zone up to Bmax at the top and bottom. Since the column size is 125 cm, the compaction length is 250 cm from the top and bottom. However, if you look at the vertical expansion, the length of the column is 230 cm. There will be compaction along the column. Therefore, the horizontal reinforcement will be 6

is it related to idecad 7 or about the trial version?.

Download the 8 version demo and see what I wrote. Writing the number of kippers on the plan is one of the added points of the 8 versions. To download the 8.61 demo:

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[ramazan]

Thank you

 

[batuhann28522]

Have a nice day. As you can see in the picture, why do the kilts on my curtains beat like that in extremely low situations? I didn't experience this in ide7, I don't know since I just switched to 8. how can we fix this

 

[HakanŞahin]

Good afternoon. As you can see in the picture, why are the kilts on my curtains beating like this when they are extremely rare. I didn't experience this in Ide7, I don't know when I just passed 8. How can we fix this

According to TDY Article 3.6.3.3 , 4 crossties per square meter are given for the area outside the critical wall height on the curtains. The display on the plan is also made according to this number. You can see that the number of cross-ties is calculated as it should be by taking the curtain reinforcement quantity. Example calculation:

 

[batuhann28522]

According to TDY Article 3.6.3.3, 4 cross-ties per square meter are given for the area outside the critical curtain height on the curtains. The display on the plan is made according to this number. By taking the number of curtain reinforcements, the number of cross-ties is as needed. You can see that it was calculated.

I remember it was beating more often in ide7 and I have a bigger project and it puts very little.

 

[HakanŞahin]

According to TDY Article 3.6.3.3, 4 crossties per square meter are given for the area outside the critical curtain height on the curtains. The show in the plan is made according to this number. You can see that the number of kiosks is calculated as much as it should be by taking the size of the curtain reinforcement. Can't we change these settings?

In 7 version, it was shown as if each vertical reinforcement is connected to a cross tie, but as I wrote above, it says 4 crossties per square meter in TDY. The view in 8 has been changed accordingly. If you want to make the representation like 7, you have to draw it yourself after you get the drawing.