Download ideCAD Structural v10.93

[yusuf15hira17]

Re: ideCAD Static IDS v10.03 Released Hello Mr. İsmail; As you suggested, when my finite element width was 25 cm, I increased it to 1 meter. I was doing the modal parameters as you said, I didn't do anything there. Although I made a semi-rigid solution, the analysis made in 23 minutes was reduced to 4 minutes. Thank you for your help. Would I have done something wrong if my finite element widths remained 1 meter? What disadvantages could there be? Best regards.

Hi; With the new program, my analyzes are completed in a time ranging from 10 minutes to 40 minutes. I had ram upgrades, ssd upgrades etc. as I thought it was caused by my computer. Although I increased the speed of my computer considerably, there was no change in the analysis time. Is there a way to shorten this analysis time?

While determining the column wall dimensions of your building; Uncheck the semi-rigid option in the upper left corner of the screen. Uncheck the Uz Rx Ry Rz freedoms in the modal parameters. Make the floor and curtain finite element spacing 1m. After deciding on the design and handling the deficiencies, when performing the final analysis, if the structure does not require semi-rigid, do not solve semi-rigid. Respose spectrum analysis for vertical earthquakes. If there is no need, remove Uz from modal parameters Do not mark Rx and Ry in modal parameters

 

[Ismail Hakki Besler]

Re: ideCAD Static IDS v10.03 Published When finite element widths are taken as 1m, column beam curtain results do not change much, but plate results do. Therefore, after balancing the column beam curtain and finishing your structure, except for the flooring, choose the finite element width between 25 and 40 cm and have your final calculation done. Laying tension controls may deviate from the real value in the calculation made by choosing 1m width.

 

[servany2]

Re: ideCAD Static IDS v10.03 Released I guess it doesn't accept 0.75 due to rounding difference. Do we have a chance to play with the part after the comma?

 

[Ismail Hakki Besler]

Re: ideCAD Static IDS v10.03 Released

I guess it doesn't accept 0.75 because of the rounding difference. Do we have a chance to play with the part after the comma

This is also v10.04 We take action for situations.

 

[MaFiAMaX]

Re: ideCAD Static IDS v10.03 Published Hello, Can you put the "reinforced concrete" button in the beam, wall and column reinforced concrete dialog to the shear group reinforced concrete dialog. When I need it, I close that window, enter the column reinforced concrete dialog, click the reinforced concrete button and switch to the curtain group reinforced concrete dialog again

 

[Ismail Hakki Besler]

Re: ideCAD Static IDS v10.03 Released Reinforced concrete project control and optimization interface will be completely changed in 10.50 version.

 

[MaFiAMaX]

Re: ideCAD Static IDS v10.03 Released

Reinforced concrete project control and optimization interface will be completely changed in version 10.50.

I'm already excited. now

 

[afrasiyab45]

Re: ideCAD Static IDS v10.03 Released

Hi; When I run the TBDY 2018 wizard after updating, I get the following error. What should I do? /quote] Perform 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 the ideCAD installation is OK , You can try to uninstall and reinstall the program. - Make Windows updates - Update Internet Explorer to the latest 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. Have you tried it in versions before 10.03 and it worked without any problems?

Hello; Windows 7 updates After doing that, my problem was fixed. I think I had this problem because Netframework related updates were missing. Thank you for your help, Mr. Ismail. Good work.

 

[shadowuniv]

Re: ideCAD Static IDS v10.03 Released Analysis settings wizard does not open. I get the warning I sent below. In addition, the fact that the retained elements turn red while entering elements makes the system very slow when working on a blocky architecture. It needs to be resolved as soon as possible. Even the computer crashes at the end. good work.

 

[Ismail Hakki Besler]

Re: ideCAD Static IDS v10.03 Released

Analysis settings wizard won't open. I get the warning I posted below. Also, when entering elements, the retained elements turn red, while working on a blocky architecture It slows down the system a lot. It needs to be resolved as soon as possible. Even the axis definition cannot be made. Even the computer crashes at the end. Good work.

Perform the following steps. If you continue to have problems, call our Istanbul office and call our office with remote access to your computer. We will try to detect the problem by connecting. - Make sure the ideCAD installation is OK, you can try to uninstall and reinstall the program. - Make windows updates - Update Internet explorer to the latest version - Antivirus adblocker style security If you are using the software, deactivate them and try again. - If there are add-ons installed in Internet Explorer, disable the add-ons.

 

[MaFiAMaX]

Re: ideCAD Static IDS v10.03 Released

Analysis settings wizard won't open. I get the warning I posted below. Also, when entering elements, the retained elements turn red, while working on a blocky architecture It slows the system down a lot. It needs to be resolved as soon as possible. Even the axis definition cannot be made. Even the computer crashes at the end. Good work.

The person in the previous message had the same problem and reported that the problem was fixed after they did the Windows updates:

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[MaFiAMaX]

Re: ideCAD Static IDS v10.03 Released Hello, I mentioned it before, but let me state it again while the software development process is ready. 1- Curtain cap crossties must be clearly shown in the detail opening. We look at the footage pose and draw it by deriving it from the body cross. 2- In polygon columns, it would be better if the stirrup length can be written under the stirrup number-diameter information just like in normal columns. Polygon column is difficult to draw due to its nature, but I request you to check if the number of things to be fixed can be reduced. Good work.

 

[HakanŞahin]

Re: ideCAD Static IDS v10.03 Published

1- Curtain head crossties must be clearly shown in the detail opening. We look at the metering pose and draw it by deriving it from the body cross. 2- In polygon columns It would be good if the stirrup length can be written under the stirrup number-diameter information just like in normal columns. Polygon column is difficult to draw due to its nature, but I request you to check if the number of things to be corrected can be reduced. Good work.

Hello, Mr. Erhan, in our notes on the 1st point There was one, I added point 2. Good work

 

[aykut_k]

Re: ideCAD Static IDS v10.03 Released hello. I don't know if it has been posted on the forum before, but there are 2 items about the new version that I want to say: 1- When I say Calculate Axis-Contour, the contours do not automatically straighten according to the drawing 2 - I could not make the rib beams to have a 3D view with a floor texture and a transparent appearance.

 

[nurgulkaya]

Re: ideCAD Static IDS v10.03 Released Hello; 1 - axis - calculate contour command works properly in version 10. Before doing this, check your axle settings. If element modeling has been done in your project, it arranges the contour in accordance with the axis settings. 2- For the tile texture, select the tile type from the Textures sub-tab. You can only use the options in the color scale in the rib subheading. Good work.

 

[Oznb]

Re: ideCAD Static IDS v10.03 Released Is it considered to make an addition that will create an axis system in the Z (vertical plane) direction? I personally have a hard time modeling in steel project preparation (working in Perspective).

 

[HakanŞahin]

Re: ideCAD Static IDS v10.03 Released

1- When I say Calculate Axis-Contour, the contours do not correct automatically according to the drawing

an object must be defined If you have an empty floor (no object defined) in your project, the operation will not be performed.

 

[MaFiAMaX]

Re: ideCAD Static IDS v10.03 Published Hello, It would be more appropriate to give the reference measurement of the vertical reinforcement from the bottom level of the floor, not from the top level of the column length sections. Because in reality, the column concrete will be poured not until the middle of the floor, as we want it to be, but up to the floor level. In any case, the regulation did not interfere with the concrete pouring, but shifted the overlapping place. As a matter of fact, the reference point[/b] that the worker will refer to will be the level of the concreted floor. In practice, the reinforced column will be connected with wires in the overlap area and the concrete will be poured in this way. According to the new regulation, our project has not started to be implemented, but I think it will be like this.

 

[shadowuniv]

Re: ideCAD Static IDS v10.03 Released

Analysis settings wizard does not open. I get the warning I posted below. In addition, the fact that the retained elements turn red while entering elements makes the system very slow when working on a blocky architecture. It needs to be resolved as soon as possible. Even the computer crashes at the end. good work.

The person in the previous message also had the same problem and reported that the problem was fixed after updating the windows:

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thank you yal. your windows is fixed. just fixed when you upgraded

 

[Ismail Hakki Besler]

Re: ideCAD Static IDS v10.03 Released

thank you. It was fixed after windows upgrade. Only wizard fixed.

when the elements are entered, the retained elements turn red, making the system very slow when working on a blocky architecture. It needs to be resolved as soon as possible. Even the axis definition cannot be made. Even the computer crashes at the end. Good work.

If you write a screenshot of this situation and briefly how it happened, we can create the same situation and help you.