Download ideCAD Structural v10.93

[Ismail Hakki Besler]

Re: ideCAD Static IDS v10.03 Released *New*

you misunderstood ismail bey I'm just wondering why when checking the tipping moment in idecad v10.03 In Ex earthquake loading, it only takes the moment value of the walls in the x direction. Doesn't the walls in the Y direction contribute to the overturning moment for the ex loading? Also, while the program finds the total overturning moment, it does not take the elements in the y direction for ex loading into account. There is a project with the same problem in the appendix. url=https://we.tl/t-4fLJ0CUAHG]https://we.tl/t-4fLJ0CUAHG[/url]

It has a small contribution, but we will also receive other side curtain contributions in 4.3.4.6. In the updates, it is understood that the regulation specified in 4.3.2.4 "in any direction" says that in items (a) and (b), Y frets will not be taken for X according to this statement. When the 1997 regulation was first published, we put options against such ambiguous situations. The option is not a solution a clear form of your regulation e needs to be updated. I'm guessing there will be such an update.

 

[ibrahim93]

Re: ideCAD Static IDS v10.03 Released *New* Mr. Ismail, then there is a problem with my data attempt, I can't understand, he adds the basement curtains to the mdev m0 account, the values controls change everything, I created the project as an example. model with basement curtain

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model without basement curtain

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basement curtain report

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basement curtainless report

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[Ismail Hakki Besler]

Re: ideCAD Static IDS v10.03 Released *New*

ismail sir, then there is a problem with my data attempt, I can't understand, he adds basement curtains to mdev m0 account, values controls change everything I created the project as an example: model with basement curtain

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model without basement curtain

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basement curtain report

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basement curtainless report

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The projects you sent have been checked. correct, the program calculates correctly, we apply article 4.3.2.4 in terms of earthquake regulations (as of 07.02.2019).

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depending on the situation that will arise as a result of the discussion in this link. Some related controls may be removed and the program may be updated. You have marked the basement floor in the building where you do not enter the basement curtain, but this floor is not rigid (the system on the left). The program solves this structure only once when there are upper floor masses, and once only at the bottom floor where you do not enter the curtain. It controls the overturning moment at the ground floor level of the results found from the solution only when the top floor boxes are present. The basement curtain makes two solutions in the project where you enter and the basement curtain is entered. And it only checks for tipping with the results at the ground floor level of the solution made when there are top floor boxes. The report on the left above is a rollover check at the ground floor level with basement curtains on the basement floor. The one on the right is the rollover control at ground floor level, as you have marked a rigid basement without basement curtains. In the report on the right, it is quite normal that the overturning moments are large and the ratios are different. Since Article 4.3.2.4 is applied here, the program wants a reduction of 4/5(R) in both projects. If you are on the wing that this control will not be carried out within your own knowledge and initiative. Ignore this warning.

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[ /u] This automatic control may change according to the result of the discussion in this link and the final opinion of the instructors. Ignore this automatic control of the program at this stage, if you want 4.3.2.4 to be implemented. What are you asking us? What does the program calculate differently, apart from your expectation, and what do you expect the program to do.

 

[serdemsaygin]

Re: ideCAD Static IDS v10.03 Released (06.02.2019) *New* Is there a wrep link for idecad 10.03

 

[HakanŞahin]

Re: ideCAD Static IDS v10.03 Released (06.02.2019) *New*

is there a wrep link for idecad 10.03

Hello, ideCAD Wrep 10 is coming will be made available in updates.

 

[MrtGrsl]

Re: ideCAD Static IDS v10.03 Released *New*

- It still comes out as Z4. -Why is the tensile stress value so high, how can it be reduced?

Hello; Can you send your project for the stress values?

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No answer yet?

 

[YasinTezel]

Re: ideCAD Static IDS v10.03 Released *New*

No response yet?

Hello, Your project is under investigation, you will be contacted when it is finalized.

 

[fırat07bfc]

Re: ideCAD Static IDS v10.03 Released (06.02.2019) *New* Hello, in buildings without basements, the columns in the rigid floors, which we define as the sub-flooring floor, are considerably higher than the columns in the upper floors. amount of equipment is thrown. When we model the basement walls and foundations on the ground floor without defining the basement floor, the program uses all of these reinforcements on the ground floor. For example, 26-28 pieces of reinforcement are laid on the basement floor of a 30/50 column, where 12 or 14 pieces of 14-gauge iron are laid on the ground and normal floors. Do you have any comments about this situation, thank you. Fırat TEKİN İnş. Eng.

 

[oguzcan]

Re: ideCAD Static IDS v10.03 Released *New*

No reply yet?

Hello, Your project is being examined, you will be contacted when it is finalized.

Hello; Console reinforcement is selected in the calculation axes of the slabs in your project. If you turn these reinforcements into upper and lower reinforcements with the "edit account axis" command, your problem will be solved. In TBDY 7.11.3, slab stress controls are average tensile stress and compressive stress control. The 0.85fcd condition for the compressive stress and the fctd condition for the tensile stress are sought. If fctd, that is, the tensile tensile strength of the concrete, is exceeded, it is foreseen to meet the remaining stress with reinforcement. For this reason, it is necessary to define the reinforcement in order to meet the tensile stresses. Best regards...

 

[Medeniyetmuhendisi]

Re: ideCAD Static IDS v10.03 Released (06.02.2019) *New* With the new regulation, the shearing safety of the Column Beam Joint Area, which is required in highly ductile systems, has been increased by almost 50%, such that in a low-rise building Even shear safety does not save in most columns, but the system can be solved with very large columns, which pushes us to make mixed or limited ductile in the design unless it is necessary.

 

[M. Berat Denli]

Re: ideCAD Static IDS v10.03 Released (06.02.2019) *New*

Hello, in buildings without basement (in 2-3 storey structures), we define the basement floor as In the columns on the rigid floors, more reinforcement is added compared to the columns on the upper floors. When we model the basement walls and foundations on the ground floor without defining the basement floor, the program uses all of these reinforcements on the ground floor. For example, 12 or 14 14'' pieces of reinforcement on the ground and normal floors. Around 26-28 pieces of reinforcement are laid in the basement floor of a 30/50 column in which ¼ ¼ iron is cast.Do you have any comments on this situation, thank you.Fırat TEKİN Civil Eng.

Hello; While modeling for basement curtains, a few situations should be considered. 1- Defining the basement curtains as a rigid basement floor and including the basement curtains in the system.In this case, the system should not be used in the basement since it defines the basement curtains as a rigid basement floor and is connected to the system. it will be forced because it will take more shear force on the horse. If modeling is done in this way, it is expected that the forces acting on the basement of the system will increase. 2- Defining the basement curtains with joint gaps in the model, not including the basement curtains in the system (must not be connected to the system with joint gaps during production) By not connecting the basement curtains to the system, the system is solved more easily as the rigidity of the system will decrease. As a result of such calculations, During manufacturing, joint gaps must be left between the basements and the columns. 3- Not to enter the basement curtains into the model. (Must not be connected to the system with joint gaps during production) A solution can be made by not entering the basement curtains into the system, without considering the basement curtains. As a result of such calculations, joint gaps should definitely be left between the basements and the columns during production.

 

[MrtGrsl]

Re: ideCAD Static IDS v10.03 Released *New*

Reply It hasn't arrived yet?

Hello, Your project is under investigation, you will be contacted when it is finalized.

Hello; Console reinforcement is selected in the calculation axes of the floors in your project. If you turn these reinforcements into top and bottom reinforcements with the "edit account axis" command, your problem will be solved. TBDY In 7.11.3, slab stress controls control the average tensile stress and compressive stress. The condition 0.85fcd for the compressive stress and the condition fctd for the tensile stress. If fctd, that is, the tensile tensile strength of the concrete is exceeded, it is foreseen to meet the remaining stress with the reinforcement. Therefore, In order to meet the tensile stresses, it is necessary to define the reinforcement. Best Regards...

There has been no change.It still does not provide.

 

[oguzcan]

Re: ideCAD Static IDS v10.03 Released (06.02.2019) *New* The corrected version of your project and related images are attached. Here, the reinforcement range is arranged as user defined as seen in the dialog. When you analyze the project and get a flooring report, the report in the image is obtained.

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Best regards...

 

[MrtGrsl]

Re: ideCAD Static IDS v10.03 Released (06.02.2019) *New*

The corrected version of your project and related images are attached here. It is arranged as shown.When you analyze the project and get the flooring report, the report in the image is obtained.

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Best regards...

First of all, thank you. But there seems to be no error in your report, but when I download and open it directly, Nmax error appears on the kb103 beam.

 

[oguzcan]

Re: ideCAD Static IDS v10.03 Released (06.02.2019) *New*

Correction of your project and related images is in the appendix. Here, the reinforcement range is arranged as user defined as seen in the dialog. When you analyze the project and get a flooring report, the report in the image is obtained.

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Best regards...

First of all thanks. When I download and open it, Nmax error appears in kb103 beam.

Hello; You can find the problem-free project at the link

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. Nmax error is due to the excessive normal force of the beams. In this case, it is necessary to increase the beam size or increase the concrete class. We recommend that you also check and examine the geometry in your project. Best regards...

 

[YasinTezel]

Re: ideCAD Static IDS v10.03 Released (06.02.2019) *New*

Hi, I get the following error when I run the TBDY 2018 wizard after updating. What should I do? .

Hello, do the following steps, if you continue to have problems, call our Istanbul office and we will try to identify the problem by connecting to your computer with remote access. - Make sure that the ideCAD installation is OK, you can try to uninstall and reinstall the program. - Make Windows updates - Internet explorer to the latest Update to version - If you are using antivirus adblocker-style security software, deactivate them and try again. - If there are add-ons installed in Internet Explorer, disable the add-ons. You wrote that it did not work after updating. Did you try the wizard in versions before 10.03 and it worked without any problems?

 

[Uska]

Re: ideCAD Static IDS v10.03 Released (06.02.2019) *New* According to TBDY2018-6.1.3 article, "If the weight of the non-structural element or equipment is greater than 10% of the total weight of the floor it is located, the element or hardware will be considered as part of the building carrier system." is called. In this case, I think that such an analysis should be done on walls without flexible connections. Will there be an update on this topic?

 

[servany2]

Re: ideCAD Static IDS v10.03 Published (06.02.2019) *New* hello in the project I added, the tilting moment in the x direction is 2 tons. Could you please check where am I going wrong?

 

[HakanŞahin]

Re: ideCAD Static IDS v10.03 Released (06.02.2019) *New*

hello in the project I added, the x-direction tipping moment is 2 tons. quote] Hello, there is a problem of not creating a mesh in your project. You select the walls and floors and reduce the finite element widths. You can enter 40 cm instead of 80. The overturning moment values that appear after the analysis are as follows: Since the basement walls are in the system, they reduce the moments of the columns to which they are connected. Alternatively: 1. You can open the basement walls one more layer and enter. Thus, you can take the overturning moments into account right on the basement. 2. You can not enter the in-floor bulkheads in the model, so you can solve without considering the basement walls. In this case, you should leave joint gaps between the basement and the columns during manufacturing. In the model, it may not include the sub-basement curtains in the system by not connecting them to the columns, leaving a space between them. you are. Joint gaps must be left between the basements and the columns during the production in the program.

 

[HakanŞahin]

Re: ideCAD Static IDS v10.03 Published (06.02.2019) *New*

Thank you, Hakan, if I do the 1st method you said, so that the curtains on the rigid floor will flood. Is it necessary to mark it again

Since you will define the solid as rigid, it will not matter whether you mark those walls as basements or not.