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Turkish Opinions questions about using ideCAD Static 7
- Thread starter Ismail Hakki Besler
- Start date
Levent Özpak
New Member
Hello, In the program, as data input beams are given positive elevation, then the columns to which these beams are connected must be given an upper level. In this case, there is no problem with the drawing. In your definition, this drawing problem occurs because the columns are not given an upper level. Good work"sates":cmtnw06f" said:
MEHMETSIRAY
New Member
LEVENT MAY ALSO DEFINE INCLINED FLOOR, WHEN WE ENTER BEAM AND COLUMNS BY RAISING, THE AUTOMATIC FLOOR IS CREATED WHILE THE FLOOR SHOULD BE PARALLEL TO THE INCLINED BEAM IT IS NOT INCREDIBLE WHY? TSK.
Levent Özpak
New Member
"MEHMETSIRAY":9cb8pky7" said:
English version 7 demo version is out I wonder if you said next week on July 12 can I get some information I wonder if there is a short problem in the bidet concrete uses m3 iron kg units in the quantity I am not sure about dime help or because there are only numbers in the quantity good days may come easy
HakanŞahin
Administrator
I wrote a reply to your message last week but it was not noticed... Nedim Bey gave the demo links, but I asked again Let me give you..."mc_signal":3s1lkf4l" said:
"HakanŞahin":3s1lkf4l" said:
By intervening the hairpin reinforcements on the balcony console floors according to the calculation axes, I make the 8-gauge reinforcements, but I see that the reinforcements of some of the symmetrical balconies on the floor did not change in the drawing even though I intervened. I wonder what could be the reason for this? According to which point of view is the right-left direction on the account axes evaluated?
Hello everyone..As a civil engineering student, I was curious about idecad..I had a question..Although it was immediately used for the structure after entering the data and making the analysis, M, As, Br (pursantange, reinforcement, torsion. .) errors appeared.. To solve the stripping issue, I will either increase the cross section or decrease the amount of reinforcement.. But the program throws out an unbalanced amount of reinforcement that the cross-section cannot take.. When the reinforcement is played, the reinforcement warning comes. If you increase the cross-section, it is not aesthetic. In addition, in this reinforced concrete/beam menu, there are colors such as red, purple, dark purple in unfavorable situations. What does this mean? Best regards..
HakanŞahin
Administrator
Hello, could you add your related project to your message by writing a step-by-step explanation such as "I am changing the following on this floor, on those floors"?"akeldan":1kz60hva" said:
HakanŞahin
Administrator
If you add your project, we can check it for the accuracy of data entry. We can give accurate answers."illaga":wc17vpc6" said:
mehmetdindas
New Member
Dear programmers; Do you plan to write an application where we can see and review our projects on iPhone? (Someone did it for their own program 
)
)cassabotanic
New Member
If you save your project as a PDF, you can view and check your floor plans, expansions etc in Iphone and Ipad. This feature is available in ideCAD since version 6
Hello there; Projects can be viewed on iPhone and iPad with AutocadWS without the need for PDF. In addition, with the TeamViewer application that you can install on iPhone or iPad, it is possible to access your computer in the office and study or review. But a MAC compatible ide version would be nice. After the 64 bit attack, we are waiting for the MAC compatible version from ideYapı. Best regards.
Levent Özpak
New Member
Hello, Stapling control is not performed on the curtains entered with the Panel object.
mehmetdindas
New Member
Hello there; I'm not sure if this is the place on the forum but I thought I'd post it anyway. How is your work on 3D analysis of steel structures? Steel software that can be used with the existing IdeStatik interface would be great.
izmirlimuhendis
New Member
In the attached project, I entered the bed coefficient as 10,000, but it did not save many foundations. but when I reduce the bed coefficient, for example, to 4000-5000, then all the foundations save. so what is the reason for this? Why don't the foundations save when you increase the bed coefficient? In this case, is there a solution other than increasing the basic dimensions? I would also like to ask if you can explain the soil safety control options of the foundations (according to earthquake, average stress, etc.) in the analysis options I would like to ask, in which situations and where they are used. Also, one last thing (I know it's happened a lot 
) It would be great if a general check of my project was done. thank you
) It would be great if a general check of my project was done. thank you