Opinions questions about the use of Reinforced Concrete Design

[M. Berat Denli]

Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions

Hello. The d4444 slab does not give an error on slab thickness when it is in its current state. When I delete and re-throw it, it does. I would appreciate your help. Regards. Good work.

By "edit the account axis", a clean span value has been entered for thickness control. When you delete and repost, the program automatically enters the opening it calculated by itself. That's why you get slab thickness error. Also, cork flooring modeling related to

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I suggest you review the title.

 

[efsane]

Re: Opinions about the use of ideCAD Reinforced Concrete 8 I missed questions. Thank you very much. I examined the sample project. I will have to ask you to check it when I finish the data entry. thank you very much. best regards

 

[efsane]

Re: Opinions and questions about using ideCAD Reinforced Concrete 8 Hello. I have one more question. For example, I have a raft foundation with a session of 100 m². I need to know the entire load of the building, including the foundation, so that I can determine the load on m². While doing this, it is appropriate to use the load value written in the "free mass of the building" under the heading "determination of the earthquake load of the structure". if not, is it ok for me to get the value written in ''structure free mass'' under ''vibration mode count proficiency check''?

 

[HakanŞahin]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

Hi.I have one more question. For example, I have a 100 m² raft foundation. I need to know all the load of the structure including the foundation on it. Let me determine the load on m². While doing this, should I use the load value written in the "free mass of the structure" under the title of "determination of the earthquake load of the structure" or the "structure free mass" under the title of "vibration mode number adequacy control". Is it appropriate for me to take the value written in ""

Hi, In the dynamic analysis report, the total structure weight is printed in the earthquake parameters. This value is the value calculated with W=totalG+TotalQ*MovingLoadReductionCoefficient. If you want the total structure weight value not reduced by live load, the floor You can collect the G and Q values given in the General Information report.

 

[efsane]

Re: opinions and questions about using ideCAD Reinforced Concrete 8 hello. Hakan Abi and M. Berat Benli... I examined the sample mushroom. I need your comments on the attached file by meeting with Nedim Yılmaz brother. in summary ; 1- Although we do not have complete information about the soil history, the ground is around 8,5 t/m2. We will either make soil improvement or pile foundation (estimated 5-6 meters long and the rock is reached). /m2) as attached. Of course, your comments are important. So I need your advice on this situation as well as your advice on my mushroom data initiative. 2-Hakan brother, thank you for your answer. In the attached project, the unreduced weight of the building (all the load on the ground area he understands???) is 6450.30 tons. I can say 6450.30 / 936.13= 6.89 tf/m2 to determine it, right? 3- According to your previous comments and suggestions, you are telling us to enter the stairs with support conditions. Whatever I did, the system cannot be resolved, the analysis is interrupted with the warning of geometric control. That's why I always removed the stairs. There are floor plans in the attached file for you to see especially the staircase parts. For example, the main staircase is connected to the floor and curtain. I can show it, but always the same problem occurs. Thank you very much in advance for your help.

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[HakanŞahin]

Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions

2-Hakan, thank you for your answer. In the attached project, the unreduced structure weight (all the load on the floor area he understands ??? ) value turns out to be 6450.30 tons. My base is 37.90x24.70 = 936.13 m2 occupied. And to determine the load on m2, I can say 6450.30 / 936.13 = 6.89 tf/m2, right?

Yes.

 

[MaFiAMaX]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions Hello, It would be nice to write the circular column size as D=xx in formwork plans.

 

[efsane]

Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions

2- Thank you for your answer, brother Hakan. Unreduced structure weight in the attached project The value (all load ??? ) on the floor area he understands turns out to be 6450.30 tons. My base is 37.90x24.70 = 936.13 m2 occupied. And to determine the load on m2, 6450.30 / 936.13 = 6.89 tf I can say /m2, right?

Yes.

Thank you, Hakan Abi. So, were you able to look at the data entry? Is there any problem?

 

[HakanŞahin]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

2-Hakan brother Thank you for your answer. In the attached project, the unreduced weight of the structure (all the load on the floor area it understands??? ) is 6450.30 tons. my base is 37.90x24.70 = 936.13 m2 occupied. and 6450 to determine the load on m2, I can say 30 / 936.13= 6.89 tf/m2, right?

Yes.

Thank you, Hakan Brother. Did you have a look at the data entry. Is there any problem.

P1 curtain and of course other curtains model it as a shell and analyze it like that.

3-according to your previous comments and suggestions, you are telling us to enter the stairs with support conditions. No matter what I did, the system cannot be resolved, the analysis is interrupted with the warning geometric check. I always removed the stairs, that's why .There are floor plans in the attached file for you to see especially the staircase parts. I can show it with a net, but the same problem always occurs.

If you add your project showing the situation that you can't do, we can write a concrete answer.

 

[zalman]

Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions HELLO... SEMI-RIGGED DIAPHRAGM ANALYZES TAKES TOO LONG... I BELIEVE MOST PERSONS ARE SUCCESSFUL. CAN THIS TIME BE SHORTENED IN FUTURE VERSIONS IN IDESTATIC? THE COMPUTER HAS HIGH LEVEL FEATURES, BUT WE CANNOT SHORTEN THE TIMES IN A KIND.

 

[HakanŞahin]

Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions

HELLO... SEMI-RIGGED DIAPHRAGM ANALYZES TAKES TOO LONG... I BELIEVE MOST PEOPLE ARE SURVIVED ABOUT THIS. MAY THERE BE A SHORTENING CONDITION IN FUTURE VERSIONS IT HAS HIGH LEVEL FEATURES, BUT WE CANNOT SHORTEN THE TIMES.

It is normal for my semi-rigid diaphragm solution to take longer than the full rigid diaphragm solution. The time varies depending on the width of the structure and the slab end element. In a 10 cm structure, while there are as many elements as columns and beams in the rigid diaphragm solution, in the semi-rigid solution where the floors are divided into finite elements and taken into account, 10000 flooring elements are involved in each floor.Add your project that you think takes a long time to the forum and we will look at the analysis time on our own computers .

 

[damlatpz]

idecad 8 has stopped working. Hello; I drew my projects at work during the day. I came home with the same laptop, but when I try to open the files I draw, I get the error that idecad 8 has stopped working. I tried all the suggestions in the forum but unfortunately I couldn't solve the problem. I'll be happy if you can help me.

 

[HakanŞahin]

Re: idecad 8 has stopped working.

Hi, I drew my projects at work during the day. I came home with the same laptop, but when I try to open the files I draw, I get the idecad 8 has stopped working error. I tried the suggestions but unfortunately I couldn't solve the problem. I would appreciate if you could help.

Chances are, if you copied the file to a flash disk and moved it, the file may not have been copied completely while copying it to the disk. You can try to open the same file again on the computer at work. If you add the project, we can try whether it opens on our own computers.

 

[MaFiAMaX]

Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Hello, It has been talked about a few times before, but now that it happened to me, I wanted to write it again: In unidirectional ribbed floors, the desired secondary rib in openings over 3 m, the molding without turning the floor into a cassette. It would be nice to have it automatically drawn in plan drawings.

 

[proisa]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions Is there a link where we can only download ideCAD Wrep 8?

 

[HakanŞahin]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

Is there a link where we can only download ideCAD Wrep 8?

In the demo installation as well as in the normal installation ideCAD Wrep 8 is available.

 

[Raise]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions Hello friends, ide demoda ı and ğ letters are broken. Also, when I want to open a new project, the templates do not appear. Is there a solution to this?

 

[HakanŞahin]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

Hi friends, In the ide demo, the letters ı and ğ are broken. Also, when I try to open a new project, the templates do not appear. Is there a solution for this? ?

Hello, Set the current system language to Turkish in the Control Panel/Region and language settings. Regarding the templates not appearing, the project appears to be opened with the template in your screenshot. The template project means an empty project with the relevant settings loaded. If you call our Bursa office, you can access it remotely. ideYAPI Bursa office: 0 224 220 67 17

 

[HakanŞahin]

Re: Opinions about using ideCAD Reinforced Concrete 8 questions

Hi guys, ide demo ı and ğ letters are broken. Also, when I want to open a new project, the templates do not appear. Is there a solution for this?

Hello, Change the current system language to Turkish in Control Panel/Region and language settings. Regarding the templates not appearing, the project appears to be opened with the template in your screenshot. A template project is an empty project with the relevant settings loaded. If you call our Bursa office, we will help you in both matters by connecting to your computer with remote access. ideYAPI Bursa office: 0 224 220 67 17

Connected to the computer with remote access. The language of Windows was English. The current system language is set to Turkish in the control panel/Region and language settings, the problem is solved. There were no issues with the template not showing up.

 

[2nmuhendislik]

Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions For user-defined loads, in the data entries made within the scope of Self-load, the entered load value is affected together with the coating and wall loads at the end of the progressive calculation. If possible, let's also select the loading stage (for G loading) in the window that opens in the user-defined load entry. For example, in a 15-storey building, let's calculate the upper floors by taking into account the user load of a fixed load type that we add on the 3rd floor during the construction phase of this floor.