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Turkish Levent Özpak
New Member
for the last time I would like you to add your project, which you said gave a deflection warning in the reports, although it is not on the error detection list."msami":14s3yzb4" said:
Opinions questions about using ideCAD Static 7
- Thread starter Ismail Hakki Besler
- Start date
)yagmurcankocak
New Member
Good evening, I use singular foundation for any building you design, for example. After removing the basement curtains from the foundation, I want to create a ground floor slab (though it may not be curtains, it is not very important). But at this point, the program perceives all the tiles I enter as rafts. Do I need to define a basement floor below the ground floor, up to the foundation depth level, for a modeling like this? Or in short, how can I define a 12 cm (for example) thick ground floor flooring on a single foundation? Thanks,
Levent Özpak
New Member
Hello, In order to create floor slabs on basement curtains, one must switch to static mode by clicking Architectural Plan/Mould plan command from Tools menu. Floor slabs cannot be defined on a single foundation . Good work"yagmurcankocak":12nqm8jm" said:
Levent Özpak
New Member
Deflection in 6 beams in the error detection list when an analysis is made and a report is received in the last a project son.ide7 project you added. gives a warning. Size etc. in the reinforced concrete dialog. You may not have reanalyzed after the changes were made. For this reason, we recommend that you make a final analysis after editing the element reinforcement and dimensions."Levent Özpak":5m78dx3r" said:
Sir, I have studied your project... First of all, I recommend you to examine the DBYBHY-2007 Earthquake Code in detail... because there are almost all irregularities in your project...:????? ?? especially B3... Also in column-beam connections.. you have created weak column and strong beam..:?? you need to fix this too..'' as for the invisible error... Cutting error is not visible... reinforced concrete>>column tabs... You will see the inadequacy of the cross-sections anyway..?? In case of deflection error, since you arrange and report the beam in the reinforcement section...you don't see the error... If you make a general analysis and report it... you will see the errors..
profesyonel
New Member
hello i need a little help how can i get idecad font. I want to copy this font to windows and use it in world document.
Levent Özpak
New Member
Hello, S13 column in the basement (due to the mesh formation on the D07 floor ) buckling load has a negative value. The problem is solved when the slab is deleted and re-entered. Good work"fROZEN":241as4ks" said:
Hello. I created a simple 3-story model to try to solve the ladder along with the structure. After adjusting the support conditions of the ladder, I analyzed the structure as a semi-rigid diaphragm. but the program always gave a missing mode error. until you increase the mod count from 88 to 100. Is it normal for mods to be this high?
Levent Özpak
New Member
Hello, Add your project, let's examine it."gunner":3n867lvw" said:
I added the project. I just don't have a problem with insufficient number of mods. I guess that the mod error is due to the fact that I define the non-supported edges of the ladder as fixed supports. This time, when I examined the system, I realized that the stairs on the ground floor made an excessive displacement. What is the reason for this difference? By the way, the project I uploaded is the demo version. I will be your licensed user shortly. I sent an e-mail to ideyapı about this yesterday for the price list, but I haven't received a reply yet. I would be very grateful if you could reach me via a private message or an e-mail and help me in this regard."Levent Özpak":34q9x925" said:
Levent Özpak
New Member
I added the
If the analysis is done by selecting the "superstructure interactive solution" option in the Analysis Settings / Foundation Soil Tab, the lower branch of the stairs will be connected to the foundation"gunner":mtshxxkh" said:
The e-mail you sent may not have reached us Send your contact information to [email protected] If you are, our sales department can give you detailed information. Good work
Levent Özpak
New Member
Hello, the following points should be considered in general data entry for non-beam flooring; *Reinforcement axis type of non-beamed slab should be arranged as top + flat reinforcement at the bottom. *Analysis should be done according to Semi-rigid diaphragm option in analysis settings. *In case of beams or panels in some or all of the sides, height and table height values should be given zero for punching verification. title should be placed. Good work"aykut_k":2csq10c8" said:
The architectural project is based on the static project drawing. In the architectural project, the data entry of the last floor is made in the static project by looking at the roof floor plan. But as far as I noticed, in many static projects, the data input of the top floor ceiling is the same as the ones on the lower floor. However, in the architectural projects I have seen, beams can be thrown in areas where there are no walls in the attic plan. Can you enlighten me on this as well?