Opinions questions about using ideCAD Static 7

[HakanŞahin]

1- There is a problem in the detail of the polygon column S11. 2- It seems that the k27 beam on the B1 floor is connected to the beam, not to the S1 column. 3- When I take the symmetry from the left side of the same area, there is a problem of creating a floor. 4- D2 on the ground floor It seems problematic in creating (and symmetrical) flooring. 5- What is a band beam, what exactly is it for. example?

1. In large polygon columns, the reinforcements may not be aligned with each other. Therefore, stirrup arms cannot be created automatically. In case of adding manually We recommend that such polygon columns be entered as a shell with panel elements, not a single column. We can model the behavior of large polygon columns more closely, and we can get the reinforcement placement more smoothly. 2. To fix, define the K27 beam from the top or the K24 beam to the S1 column. connect it from the bottom and move the left end of the K27 beam to the top of the column with the endpoint edit 3. We took our notes 4. With the object trimle method Click to the left of the K1 beam. The situation will improve. Then you can get symmetry, or in this case if you got symmetry, do the same with the symmetry. 5. Band beams are used in tunnel formwork projects to place reinforcement on the floor by entering at the panel ends. It is not taken into account in the calculation, it is entered only to discard the constructive reinforcement.

 

[SCETCHER]

I want to see the nd values in the reinforced concrete column tab. I do not know exactly what it does, but we could understand from here whether the column was forced or not.

 

[HakanŞahin]

I want to see the nd values in the reinforced concrete column tab. I don't know exactly what it does, but we could understand whether the column was forced or not.

Hello, The Nd value you want to see is F1( axial) line F1(axial), M2(minor) and M3(major) values are combination values of column reinforced concrete. Although Nd is a value found from the most unfavorable combination combination, some of our users or inspectors considered it only as axial load from vertical and they were asking why it might not increase from top to bottom in some columns? It was misunderstood. That's why we removed it from the column tab... You can tell if the column is being forced by looking at the column margin, not by the Nd value, because Nd is not a criterion to be considered alone, it should be evaluated together with the bending moment in both directions. Its result is already stated as pursanta. independently, if we are going to control a column according to the largest axial load, the program does this automatically. If the control is exceeded, the developer is warned with the E warning in the column reinforced concrete. In the column report, normal force values are reported in detail under the heading "column normal force control".

 

[NYILMAZ]

In the past, we could select more than one slab and enter a reinforced concrete account axis. This allowed us to have the internal dimensioning in the same direction in the mold plan drawing. I don't think this is the case with V7.

 

[SCETCHER]

I want to see the nd values in the reinforced concrete column tab. I don't know exactly what it does, but we could understand whether the column was forced or not.

Hello, The Nd value you want to see is the value in the F1(axial) line in the Columns/Forces reinforcement areas tab. F1(axial), M2(minor) and M3(major) values are combination values of column reinforced concrete. Although Nd is a value found from the most unfavorable load combination, some of our users or inspectors considered it to be only the axial load from the vertical and asked why it might not increase from top to bottom in some columns? It was misunderstood. That's why we removed it from the column tab... You can tell if the column is forced by looking at the column margin, not by the Nd value. Because Nd is not a criterion to be considered alone, it should be evaluated together with the bending moment in both directions. Its result is already stated as pursanta. Regardless of this, if we are going to control a column for the largest axial load, the program does this automatically. If the control is exceeded, the developer is warned with the E warning in the column reinforced concrete. In the column report, normal strength values are reported in detail under the title of "column normal strength control".

I am more of this opinion. In a 90/30 column, when the pursanta was 1.04% and the nd value was 250-300, I was of the opinion that this section was sufficient, but it was not the most suitable section for this column. that is, when we make the column size 90/50, the pursanta value is 1.07, but the nd value is 100-120. pursantaj cannot have anything to do with the incoming load. because the rationale of purchase is the logic of giving the distribution of reinforcement according to the cross section of the column. that is, since the cross-section of the 90/30 column is .270 m2, the cross-section may be higher in the large column between these two sections, as a result of taking any reinforcement number more than .27 cm2 for the 1% margin. pursanta alone is not sufficient for safe column sizes. however, it can tell us whether the reinforcement ratio is sufficient for the section.

 

[HakanŞahin]

Evaluate a column based on three criteria. 1. Pursantaj 2. Normal force 3. According to shear force 1; If we had designed the column for axial force only, Nd would be a stand-alone criterion, then your last message would certainly be valid. However, a normal force and two-way bending moment come into play in column reinforced concrete. What you call Nd is one of these three values, and together with the moment values of M2, M3, you find the column margin (statically necessary margin = SG margin in column reinforced concrete). If exceeded, warning M is given. When Nd is small, pursanta may appear large, when Nd is large, pursanta may appear small and mislead you. Because, in the reverse effect of the earthquake, in the most unfavorable combination, Nd may be reduced or even seen in negative values. According to 2.; As a normal force, we understand that a column is forced by looking at the Ndmax value. (Nmax value is not the Nd value you ask) Regulation has limited it. The program also checks automatically as I wrote in the previous message. If the Nd of the column is greater than Ndmax it will already be stuck in the maximum force control. If exceeded, an E warning is issued. According to 3., Column shear safety control is done automatically and is printed in detail in reports. If it is exceeded, a K warning is given. Good work

 

[SCETCHER]

Thank you for the information you shared, since I work in combination, I can choose the size without these values. however, most users will want to see this tab.

 

[HakanŞahin]

In the past, we could select more than one slab and enter a reinforced concrete calculation axis. This allowed us to have the internal dimensioning in the same direction in the formwork plan drawing. I guess this is not the case in V7.

Temporarily so , it will work as before in the new update...

 

[tevekkül]

How are stairs, domes and vaults included in the analysis model in the new version. Is there a new visual tutorial on this?

 

[saridurmus]

In idestatic 7.01 beta 64 bit, dwg or dxf cannot be imported.

 

[HakanŞahin]

How are

included in the ladder, dome and vault analysis model in the new version. Is there a new visual tutorial about this?

Hello, Visual tutorials have not been prepared yet. Let me explain in words to not leave your question unanswered: To solve the staircase, dome and vault elements together with the structure: 1. Select "Semi-rigid diaphragm solution" in the analysis settings. 2. Define the dome, vault, staircase, etc., in their real coordinates as they are supported on the column, beam, etc. 3. Use the support command (for example, for the dome, Define Dome-Vault supports command) 4. Specify the command according to the support options available under the semi-rigid diaphragm group, by selecting the edges of the dome for example. You can observe that it is solved together with the vault etc.

 

[HakanŞahin]

idestatic 7.01 beta 64 bit cannot import dwg or dxf

Hello, there is no known problem with dwg or dxf import... there seems to be an access problem from the folder... Can you try copying the file to another folder?For example, try directly under D. If not, let's check with remote access... --- The problem was not related to dxf/dwg reading, but Windows language settings. .. Turkish character problem... In Windows Language Settings, the language of windows was first selected as English, the computer was reset... then the problem was solved by selecting Turkish again.

 

[saridurmus]

Yes, the problem was related to Turkish characters, it was solved by remote connection, thanks.

 

[saridurmus]

When I import the autocad file in idestatic 7.01, %%C expression appears instead of 'fi' in reinforcement texts.

 

[saridurmus]

Mr. Hakan, As I said on the phone: When we import dxf files from another program into idestatic without converting them to dwg files in autocad, the texts in the file appear in different places. I am sending you a dxf file without any changes, and I am also sending you the appearance of it as an attachment. (dxf extension) (dwg extension)

 

[SCETCHER]

This may be the cause. I restarted the project and it was fixed.

 

[nahroyo]

IN THE "LETTERHEAD" SETTINGS IN THE DRAWING SECTION, THE MAJOR DETAILS ARE AVAILABLE IN IDECAD. CAN WE ADD SPECIAL DETAILS USED BY OURSELVES TO THIS SECTION AND USE IT IN OUR PROJECTS IF NEEDED? HOW IS THIS POSSIBLE... IF NOT POSSIBLE, IDECAD AUTHORITIES SHOULD ATTEND THIS ISSUE...

 

[SCETCHER]

We gathered your opinions, questions and observations about the use of ideCAD Static 7 under this title.

 

[HakanŞahin]

.

Hello In order to detect why the program terminated, we need to see if there is a problem with a certain step ... It happened after this ... do these steps or do this in that project. If you can specify the tips, you will help us more... Otherwise, the problem will only remain as a screenshot added to the forum...

 

[HakanŞahin]

CERTAIN DETAILS ARE AVAILABLE IN THE SETTINGS OF THE "LETTERHEADS" IN THE DRAWING SECTION, CAN WE ADD SPECIAL DETAILS USED BY OURSELVES TO THIS SECTION AND CAN USE IT IN OUR PROJECTS IF NEEDED? ATMALILAR...

Hello, Yes, it is possible... There are .blk files in the "Annotations" folder under the program folder. These files are the details to be displayed on the letterheads, and the txt extensions organize the detail group. After saving your own details as blk , create your own layout by taking the txt files in the folder as an example (or add to existing txt files) The created file will be seen as a list in the title section of the drawing settings. The title group you selected from the list will be drawn in the drawing. Sample txt file content: Letterhead_1 for Black Background. txt .\Black 01_SheetRevScaleDate.blk .\Black 02_DesignDrawerControlConsultant.blk .\Black 03_Project Name.blk .\Black 04_PaftaName.blk .\Black 05_ProjeyiMaker.blk .\Black 06_YapıOwner.blk .\Black 07_StructureSchematicDisplay.blk .\Black 08_SoftwareLogo.blk.blk_Mini. blk .\BlackNote1_MaterialGeneralNotes.blk mytxtfile.txt: .\myblockfile.blk .\mysecondblockfile.blk .\mythirdblockfile.blk...