Opinions questions about using ideCAD Static 7

[oya]

Good luck with . I have 1-2 requests about cassette creases. i think it will be...thank you

 

[HakanŞahin]

there is an option with and without pleats in the fold lines, but I think it would be more useful in cassette and rib beams as well. Generally, there is a problem with the pile in these folds. In the Reinforced Concrete/Parameters/General Reinforced Concrete Parameters dialog, enlarge the Pilye lower residual value sufficiently. Change the value after the analysis and then perform a slab analysis so that your normal beams are not affected. Good work...

 

[mehmetdindas]

When we open a project produced in Idemimari in Idestatic; 1-Does the program transfer the walls under which we do not define beams to the floor as a linear load? 2-Are decreasing wall heights due to beam heights taken into account? 3-Is it possible for you to prepare short videos (don't get me wrong; 2D operations, drawing arrangements, not calculation and analysis) so that we can teach the program to our assistants? Because it bothers me that they use the known software for editing when the program has all the possibilities

 

[siromar]

1- I mentioned that it was not in the previous version, they immediately put it in this version, so the ide works really fast and takes into account the comments of the users, it considers the semi-rigid diaphragm solution. You can see these loads in the flooring shell tab in the 3d window loadings section, both parapet and 10 partition wall loads are added to the system. It is a great convenience to add, there may be minor errors, but in general, it is very good. You have to manually enter the height of the 2.walls, accordingly there is a linear load calculation. that is, the beam you defined as 50cm before 250, when you pull the wall beam to 60cm, you need to take it to 240, these works are manual, the program does not see automatically, I put a few SS on the subject

 

[Levent Özpak]

When we open a project produced in İdemikari in İdestatic; 1-Does the program transfer the walls that we do not define as beams to the floor as a linear load?

In idecad architecture, the wall loads entered on the floor are taken into account. However, there is currently a problem with the calculation of the wall load value defined on the slab.

 

[erbil]

Hi, do you plan to add the select all/select all helper icon to the reinforcement selection? It is difficult to choose one by one. I also don't want to use my previously saved settings file.

 

[ryildiz]

Hi, do you plan to add the select all/select all helper icon to the reinforcement selection? It is difficult to choose one by one. I do not want to use my previously saved settings file.

We can select all by using the Ctrl and Shift keys.

ryildiz wrote: 4-) If we don't try to lock the reinforcements one by one in the reinforced concrete dialog box, "lock all" and "unlock all". You can mark all lines by holding down the Shift key, and click "ds" to perform the operation for all elements at once. (It works like a select all) Ctrl key is for selecting rows one by one.

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[nahroyo]

It would be very useful to include watermark flooring and ready-made ribbed flooring possibilities in the program, as such construction materials are becoming increasingly common...

 

[NYILMAZ]

Hi, do you plan to add select/select all helper icon to reinforcement selection? It is difficult to select one by one. I don't want to use my previously saved settings file either.

Using Ctrl and Shift keys

ryildiz wrote: 4-) If we don't try to lock the reinforcements one by one in the reinforced concrete dialog box, "lock all" and "unlock all".. You can mark all lines by holding down the Shift key, and click "ds" for all elements. You can do the operation in one go (it works like select all) The Ctrl key is used to select the lines one by one.

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Dear ryildiz, The topic you replied to is not what Mr. Erbil said. He speaks and I agree with him.

 

[ryildiz]

Mr. ryildiz, The subject you are replying to is not what Mr. Erbil said. What Mr. Erbil said is different. He talks about the subject in the attached picture and I agree with him. NYILMAZ

Thank you for your warning, Mr. NYILMAZ. I misunderstood. Good forums.

 

[metinkacar]

hello... in idecad7, there is a problem in drawing beams with angles between them. It was drawing properly in previous versions. You can define two columns and draw 2 beams with angles between them and try

 

[HakanŞahin]

hi...idecad7 has problems with drawing beams with angles between them. It was drawing properly in previous versions. You can define two columns and draw 2 beams with an angle between them and try

According to your description Could you add an edited sample data?It would be very useful if there is a project that is drawn (if you have it) and the correct drawing is preferably in the version you say is no problem...

 

[nahroyo]

The element names that I want to be in automatic naming and the element names that appear in the drawings are different, for example, I want it to start as S1 for the cones, but in the drawings; It changes like SB01 for the basement, SZ01 for the ground floor, S101 for the 1st floor, what should we do to prevent this from happening? Also, I think it would be useful if there is a second improvement in this naming, for example, when we delete someone as a result of a mistake while drawing the elements, this is not taken into account in the naming. Example: axis drawing 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 wrong 3 axes in the above order When we place and delete it, the naming gets corrupted and it goes like this... I think it would be great if the program detects this automatically as 1-2-4-5-6-7-8-9...

 

[HakanŞahin]

The element names I want in the automatic naming and the element names in the drawings are different, for example, I want it to start as S1 for the cones, but in the drawings, it changes like SB01 for the basement, SZ01 for the ground floor, S101 for the first floor. What should we do to prevent it from happening? If you leave the index column blank, the names will be used exactly as you gave them.

 

[erbil]

Mr. ryildiz, The subject you replied to is not what Mr. erbil said. What Mr. erbil said is different. He talks about the subject in the attached picture and I agree with him. NYILMAZ

For your warning Thank you Mr. NYILMAZ. I misunderstood. Good forum.

Can anyone help with solving the problem?

 

[HakanŞahin]

Hi, do you plan to add the select/select all helper icon to the reinforcement selection? It's hard to select one by one. I don't want to use my previously saved settings file either.

I wonder if there is anyone who can help with the solution of the problem?

Hello, every request written in the forum is evaluated by the R&D team. We want you to know that even if one answer is not given, it is added to the notes. The solution for now: You have to mark/not mark the diameters you will use/not use in the project one by one. Or you should use the settings file you set earlier. Note : We have prepared the attached files for you, you can open a folder in the ...template/structural folder under the program folder and copy it into it. Good work...

 

[Oznb]

K149 - K54 and K55-K148 beams do not form continuity. I could not understand the reason why it did not occur even though I gave an angle.

 

[Levent Özpak]

K149 - K54 and K55-K148 beams do not form continuity. .Change/Object Edit/Beam-Foundation/Beam-Foundation Determine Direction Change the viewing direction of K54 and K55 beams, ie the ends 1 and 2. Reinforced Concrete/Parameters/General Reinforced Concrete Parameters[ In the /b] dialog, enter the angle value in the "Continuously accept beams with small angle difference" line. The beams will be drawn continuously.

 

[Oznb]

Thank you

 

[HakanŞahin]

Fixes reported in the forum and fixed in version 7.015:

can you make ide wrep 7 for the output so we don't have to save it as an old version.

b+z+5 floors I entered a project in the report vis vik values y direction 0

I encountered a problem in the last version such as writing on the plans and details transferred to 2 dimensions or while moving the lines, the mouse wants to move in the direction of 90 degrees or 45 degrees (usually), I cannot carry it comfortably and freely as in the old versions. works..

---->The mouse wants to jump to certain angles due to the new polar tracking feature. In such cases, you can turn off polar tracking from Settings->general settings. You can use the apat simultaneously by pressing the F3 key.

Hakan Bey, in previous versions, when it was asked what is the right button, the explanations were coming out. They were very useful, maybe a friend is saying them of course, I'm telling you I need a windows update, I couldn't figure it out.. . a few friends have stated the same problem by the way... good work

----> What is this help has been removed because it is not compatible with 64 bit program structure. Instead, it has been edited so that help will come when pressing the F1 key in the dialogs. For version 7 Work has also been done on new and unhelpful dialogs and commands.

while drawing objects (continuous basic) space key is changing very slowly when entering eccentricity

----> Misalignment was changing but not refreshing problem There was, it was fixed.

ideCAD Statik version 7.014, after editing and locking the rib reinforcements, when we perform the analysis, the reinforcement is deleted in the locked ribs and a reinforcement error occurs in the locked ribs. We need to make corrections after the analysis. Hope to fix it in new versions.

[quote ="ahmetozates":1z1xcp7u"]greetings, in our 12-storey project, the program always uses 14 gauge iron for the columns, I wonder if I'm doing something wrong with the project settings, the 16 gauge iron is not selected at all, whereas the 16 on the table is selected at 16 on the table, I would appreciate it if you could help, I would appreciate the project at the link. [/quote]

When we open a project produced in İdematik in İdestatic; 1-Does the program transfer the walls that we do not define as beams to the floor as a linear load?

In idecad architecture, the wall loads entered on the floor are taken into account. However, there is currently a problem with the calculation of the wall load value defined on the slab. We added the situation to our detection list.

Hi, sometimes the stirrups (transverse reinforcements) are not written on the opened reinforcement in the curtain details and vertical details of the curtains given in the application plans, and their lengths are not given either. I could not understand the reason for this. ?

in the column application plans, version 7 does not write the distances of the column edges to the axes partially, why was this written in the 5 versions now. Or can we not make an existing adjustment in the column settings, please, we will be glad if we are enlightened. regards...

----> Column joint point may not be placed at axis intersections. In addition; Even if the column nodal point is not at the axis intersection, if there are two axes that intersect on the column, those axes are taken into consideration.

The attached zip file contains a block file. I selected all the objects on one floor in a project. I said copy to the file and made a block. Then when I tried to paste from the file, the program broke. I wanted to call it into a new project, the same situation again It happened. I tried the same thing for another floor and the same thing happens. I don't know which object is caused by incorrect blocking. Maybe it can be tried one by one. All columns or all beams or I don't know, other elements can be blocked one by one, but I haven't examined them. ]

By the way, all beams appear as unsupported beams in geometry control. I couldn't make any sense. This could possibly be the reason, but I don't know why this happened. However, I did not go to any fix so that the problem could be found.

Hi, I opened the same topic 15 days ago, but I did not receive a reply. Did I have a problem????? As you can see in the picture I added, the material section does not appear in the settings dialog when creating a door or window.[ /quote]

After adding to a project drawn in ide6, the program closed itself while increasing the number of floors. Even though I used the ctrl+shift key, when I tried to open the project, it still didn't open.

---->The condition that caused this situation has been resolved.

good day, the program crashes when I try to take the footage in the attached file of the ide build. I uninstalled and reinstalled the program, I encountered the same error, but I do not encounter this problem with other files, how can I solve this problem

----> This project-specific situation has been prevented from occurring.