Insights questions on the use of Steel Design

Re: opinions questions about using ideCAD Steel 8 Hello; There is a bug related to the colon application plan in this version. Necessary notes have been taken. A solution will be produced regarding the issue. You have to continue by deleting the steel elements as you have done for now. Good work.
 
Re: Opinions and questions about using ideCAD Steel 8 Take it easy. In version 8 I can't leave gaps on curtains or walls. It may be due to the setup cd I have. but at the moment there is no door window icon, command tab in my program. There are only directional drawings in the library.
 
Re: Opinions about using ideCAD Steel 8 questions
"adil.ins":4lwr67zp" said:
Easy. I can't leave spaces on curtains or walls in version 8. It may be due to the setup cd I have, but Currently, there is no door window icon, command tab in my program. There is only a drawing showing direction in the library.
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Hello, -Run the program by pressing the Ctrl+Shift key on the left side of the keyboard. A message will appear on the screen saying "Saved input settings have been cleared". OK Continue by clicking . If you still can't see the door/window command, install the 8 version of Teamviewer program from the link below and call us. Let's examine the problem by providing remote access to your computer. Note: If Ver 8.103 version is not installed on your computer, you can download and install it from the page given below.
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Good work
 
Re: Opinions about the use of ideCAD Steel 8 questions Where can I look at the support reactions at the base of the columns in the steel calculation report.
 
Re: opinions questions about using ideCAD Steel 8 Hello; You cannot see the support reactions from the reports. You should obtain your support reactions by viewing the internal force diagrams from the analysis model frame results section. Support reactions cannot be read in the interface and reports. Good work.
 
Re: Opinions about using ideCAD Steel 8 questions
"nurgulkaya":sgnvzjd3" said:
Hi; You cannot see the support reactions from the reports. You need to obtain the support reactions by viewing the internal force diagrams from the analysis model frame results section. Interface and the support reactions cannot be read in the reports.Good work.
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Ms. Nurgül, this information will also be published in the reporting soon, right :)
 
Re: Opinions and questions about using ideCAD Çelik 8 Hello Mr. Erhan; Necessary notes have been taken to work on the demands related to support reactions. You will be able to view the reports in the future. Good work.
 
I can't get singular foundation expansion Hello friends. I'm a user of İdecad 8 version, there are singular foundations in my steel project.
 
Re: opinions and questions about using ideCAD Steel 8 Hello ; There is an error in this version of the drawings related to individual foundations. You will have to intervene in the drawings regarding the expansions. Good work.
 
Re: Opinions about using ideCAD Steel 8 questions
"nurgulkaya":31y48mz6" said:
Hi ; There are errors in the drawings related to single foundations in this version. You will have to intervene in the drawings regarding the expansions. Good work.
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Hello; What should I do? Drawings are never taken.
 
Re: opinions questions about using ideCAD Steel 8 Hello; Draw short reinforced concrete columns on top of the single foundation, save the steel columns on top of them after analysis, delete all steel elements and get only the foundation drawings without analysis. THIS is temporary solution. These problems with drawings will be fixed in the next major release. Good work.
 
Re: opinions on using ideCAD Steel 8 questions Hello I drew a door using rectangular and square profiles. I assigned their joins as welded. I have also assigned the loads, but when I ask for analysis, it gives a geometry error and does not perform the analysis. It points to a point, but there is no overlap at that point and throughout the system. When I check the geometry, there is no problem. Can you help me?
 
Re: Opinions and questions about using ideCAD Çelik 8 should I send it to your e-mail address? I tried sending it as a private message but I don't know if it worked?
 
Re: Opinions about the use of ideCAD Steel 8 questions Can we encounter any problems when we first perform the analysis and then do the combinations in the program?
 
Re: opinions questions about using ideCAD Steel 8 Hello; There is no problem in analysis. However, if you do not interfere with the freedoms of the elements, the analysis is performed with all nodal points fixed.
 
Re: Opinions about the use of ideCAD Steel 8 questions
"nurgulkaya":33dbe0tx" said:
Hello; There is no problem in the analysis. However, if you do not interfere with the freedom of the elements, all the nodes are fixedly connected to the analysis.
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Thanks, I'll define myself if I need to articulate connected beams in the weak axis of the column.
 
Re: Opinions about using ideCAD Steel 8 questions Hello, I was expecting that some of the constructive joints would be accountable during the transition from 8.103 to 8.500. Will there be any improvement on this in the next version? Good work.
 
Re: opinions questions about using ideCAD Steel 8 Hello; It is among the current targets. In this direction, R&D studies are carried out regarding the default values of the combinations. When the process is completed, the way to make calculations for all combinations will be opened. For now, we cannot say the next version as the version. Because the next intermediate version will be shared soon by eliminating some deficiencies in 8.500. Good work.
 
Re: Opinions about the use of ideCAD Steel 8 questions Could you give a little more detail on the compatibility of the analysis assumptions of the 8.5 version with the New steel regulation, for example, is the analysis method as in the article 6.2, how are the geometric preliminary defects taken into account, are the reduced stiffnesses used, In summary, it would be helpful if you inform the 6th part of the regulation how the program is compatible. Greetings.
 
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