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Turkish lookindoors
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Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions I wonder if the upper and lower reinforcement overlays in raft slabs have a feature such as not drawing vertically flush.
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Opinions questions about the use of Reinforced Concrete Design
- Thread starter Ismail Hakki Besler
- Start date
HakanŞahin
Administrator
Re: Report Titles in English
For a short time, there was an English report in the installation. You must have that installation. Download the installation again and install it. Note: There is a Turkish report program attached. If you want, you can copy the report file to the program folder instead of downloading the installation again. . Good work"damlatpzz":3ai238s3" said:Hi, Good work. I have just downloaded the İdecad 8.5 update and while I was getting a report, I came across a report with English titles as follows. How can I make it in Turkish? Thanks in advance.
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions With ide8.504, the analysis times for the interaction of the semi-rigid diaphragm and the superstructure were considerably longer. Is it specific to this version? Are there any innovations in the new versions that will shorten the time?
Ismail Hakki Besler
Administrator
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
If you add a project, we will find the reason why it takes longer, or we say it's normal.There seems to be a strange deformation in the photo you added."siromar":34d4l8sf" said:With ide8.504, the analysis times for the interaction of semi-rigid diaphragm and superstructure have become quite long. Is it unique to this version. New Are there any innovations that will shorten the time in the versions?
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
Hello Mr. Ömer. The analysis of the 25 thousand m2, 30-storey building takes 45 minutes. There may be a problem with the model. To reduce the analysis time a bit, the slab finite element width, which is 25 cm by default, is 50 cm. PC: Intel i5 6500, 16 GB RAM (I haven't seen RAM usage over 4-5 GB)"siromar":3bkpa03o" said:With ide8.504, the analysis times for the interaction of semi-rigid diaphragm and superstructure have become quite long. Is it unique to this version. New Are there any innovations in the versions that will shorten the time?
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions good day, when I got the column application plan drawing, as seen in the screenshot below, crossties are missing as if there is an incomplete drawing on the horizontal reinforcements of the panels, also the drawing from the basement column application even though I removed the floor indices This is how it gives the element names when I import it. I'm probably doing something wrong somewhere. I'll be happy if you can help me. Thanks in advance and good work
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
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in my project that I sent on the ground floor 15-16 -18-24 gives a double reinforcement error. Can you see where I might be doing wrong?HakanŞahin
Administrator
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Hello,
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 from the quantity that the number of crossties is calculated as it should be."damlatpzz":28i25v1r" said:good day, when I take the column application plan drawing, as seen in the screenshot below, the horizontal reinforcements of the panels seem like a missing drawing. missing,
If the floor index is not given, whatever names are given to the objects in the object naming section in the data entry section, the same names appear in the drawings. Could you give the names of the curtains as P101, P102?" drippzz":28i25v1r" said:also, when I take a drawing from the basement column application even though I have removed the floor indices, it gives the element names like this. I'm probably doing something wrong somewhere. I'll be happy if you can help me. Thanks in advance, I wish you a good work
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Thank you, Mr. Hakan, as you said, the kipper drawing, when I compared it with the other version, I thought I was doing something wrong. * On the other hand, the element names are sequential as S01, P01 as follows. I don't use index but it shows up in drawing.
HakanŞahin
Administrator
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
If you add the project, we can look it up..."damlatpzz":i0f4ysu6" said:Thank you Hakan As you said, I thought I was doing something wrong when I compared it with the other version. Element names go sequentially like S01, P01. I don't use indexes, but it appears in the drawing.
Re: Opinions questions about using ideCAD Reinforced Concrete 8
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HakanŞahin
Administrator
Re: opinions on using ideCAD Reinforced Concrete 8 questions
Hello again, 1. Give it as an index in the basement, (a comma but only as a sign), the naming will be as you want. Reason: There are 2 rigid diaphragms in the basement 1. The index numbers you see are the numbers of the rigid diaphragms. We do not use the numbers of rigid diaphragms with commas."damlatpzz":2d0rmtlv" said:http://dosya.co/acpekueb5808/1.cde.html
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
The structure I solved was 8 floors but 35000 m2. Still a long time sent via iPhone using Tapatalk"MaFiAMaX":g9ag4eq3" said:Hello Mr. Ömer. The analysis of the 25 thousand m2, 30-storey building takes 45 minutes. There may be a problem with the model. To reduce the analysis time somewhat, I make the tiling finite element width 50 cm, which is 25 cm by default. PC: Intel i5 6500, 16GB RAM. (I did not see the RAM usage above 4-5 GB)"siromar":g9ag4eq3" said:Ide8.504 with semi-rigid diaphragm and superstructure interaction analysis times are quite lengthened. Is it specific to this version? Are there any innovations that will shorten the time in the new versions?
YasinTezel
Member
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"siromar":27x50m79" said:Good work.The bottom reinforcement reinforcements appear above the body reinforcements in continuous foundations, which creates a confusing image for the masters in this application.[/ quote] Hi, Your request has been taken into our notes.For now, accessories can be moved with the fast move command by pressing the M key.
batuhann28522
New Member
Re: opinions and questions about using ideCAD Reinforced Concrete 8 have a nice day. I am using idestatic 7. However, I have slight doubts. I would appreciate it if you let me know if there is a difference in regulation with idestatic8 or if I have any problems with the project I solved at 7pm in structure control, thank you in advance.
Levent Özpak
New Member
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
Hello, idecad Statik 7 and idecad static 8 versions are both compatible with TDY 2007. On the other hand, improvements have been made in the program in version 8."batuhann28522":494o8fho" said:good day. I'm using idestatic 7. However, I have little doubts. Is there a difference in regulation with idestatic8 or what I have solved in 7 I would appreciate if you let me know if I have problems in building inspection with the project.
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Good work