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Turkish Levent Özpak
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Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"EmreT":2bffj8h4" said:
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Opinions questions about the use of Reinforced Concrete Design
- Thread starter Ismail Hakki Besler
- Start date
Re: opinions about using ideCAD Reinforced Concrete 8 questions Hello, I have two questions; 1-) As I have shown in the screenshot, the tiling mesh algorithm is incorrect in the analysis model. I also added the model. Where are we going wrong, please help.
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2-) While modeling with ideCAD, I know that we should not pass beams over the screen. . To test it out, I'm able to move the beam's node all the way behind the curtain and stretch it with a double click. When I look at the analysis model, it is seen that it holds the nodal point behind the curtain, but there is no support throughout the screen. In this definition, other than extending the calculation length of the beam, are we making a move that would disrupt the analysis?
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NOTE: Mr. Levent came to the computer for OpenGL slowness the other day. You offered to connect and help. Since SAP2000 OpenGL runs at the same slow speed, I'm sure it's related to Windows, so I didn't bother getting back to you.HakanŞahin
Administrator
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
1. Your question has been answered in the following topic:"MaFiAMaX":29typev4" said:Hi, I have two questions; 1-) As I have shown in the screenshot, the slab mesh algorithm is incorrect in the analysis model. Please help where we are doing wrong. 2-) I know that we should not pass beams over the curtain while modeling with ideCAD. To try, I can move the beam's joint point to the back of the curtain and extend it with a double click. When I look at the analysis model, it naturally holds the joint point behind the curtain, but it It is seen that there is no support throughout. In this definition, apart from extending the calculation length of the beam, are we making a move that will disrupt the analysis?
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2. You don't break the analysis but you create another frame system.Beam span and rigid arm length change.So end k powers change.Re: opinions questions about using ideCAD Reinforced Concrete 8 Hello. In the middle of the column, when the stirrup spacing is made at 20 intervals, it gives a warning of insufficient reinforcement. Why is there such a problem? The relevant model is attached.
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HakanŞahin
Administrator
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"EmreT":urci9ejz" said:Hi. When the stirrup spacing is 20 in the middle of the column, it gives a warning of insufficient reinforcement. Why is there such a problem?[/quote ] Hi, due to the condition of Stirrup Spacing<12fi given in TS500, stirrups are required at 16 cm intervals in the middle of the column. Since Minimum Stirrup Spacing = 12* 1.4 = 16.8< 20 cm, you are getting the message of missing reinforcement. Good work.
Re: opinions questions about using ideCAD Reinforced Concrete 8 Hello. In the attached model, stapling security is not provided on the columns in cork flooring. I entered the cork floor thickness of 25 cm, and the table height of the header on the columns was 15 cm. It has a total thickness of 40 cm. Am I defining the column header incorrectly?
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Levent Özpak
New Member
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
Hello, if a tray is defined for stapling, the control is done twice, separately for the plate+tray and separately for the plate. The values written in the KB1-S14-table column are only These are the Vpr and Vpd values in case of slab. If the table is defined, ignore this control. This is among our notes. Good work"EmreT":3tf581kg" said:Hello. Stapling security is not provided in the cork flooring in the attached model. I entered the cork flooring thickness of 25 cm and the table height of the header on the columns as 15 cm. There is a cap thickness of 40cm in total. Am I defining the column cap incorrectly?
Levent Özpak
New Member
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
"AYDIN":1d09imk7" said:Greetings, there was a 10 cm brick wall between the wall loads in version 7. I wonder why not in version 8 Sent from my iPhone using Tapatalk[ /quote] When a new project is opened with a white or black template in version 7.022, the default load library is as shown in the picture and a 10 cm brick wall is not defined in this library. You can also define a wall load with any material and thickness you want in the load library. How to add the payload is explained in the link below.Good workYou do not have permission to view link Log in or register now.
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions We used the space key to capture the 7 versions from the inside or outside when we defined misalignment to the beam. In version 8, this feature has changed, when we press space, it changes to upper middle lower immediately. Is there any other command that replaces it. Also, in v7, 25/175 dimensions were perceived as curtains. Although we model them as columns, do we need to introduce them as panels from the 2d architectural project arrow now?
Levent Özpak
New Member
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
It is among our notes that the offset cannot be changed according to the value defined with the Space bar key. Good work"celikus":ygh8ba2o" said:We used the 7 version to capture from the inside or outside with the space key when we defined misalignment to the beam. time changes to upper middle lower immediately.I wonder if there is another command that replaces it
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
Thank you, Mr. Levent. Also, in v7, 25/175 dimensions were perceived as curtains, although we modeled them as columns, do we need to introduce them as panels from the 2d architectural project arrow now?"Levent Özpak":2dxtk9ci" said:It is among our notes that the offset cannot be changed according to the value defined with the Space bar key. Good work"celikus":2dxtk9ci" said:7 version, when we define misalignment to the beam, you can use the space key from inside or outside. We were getting him to catch up. In version 8, this feature has changed, when we press space, it changes to upper middle lower immediately. I wonder if there is another command that replaces it
Levent Özpak
New Member
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
As of version 8.5, entering curtains with column command has been removed. Create curtains with panel command."celikus":6sx52siv" said:Thank you, Mr. Levent. Also, in v7, 25/175 dimensions were perceived as curtains, although we modeled them as columns, now we are reading a 2d architectural project. Do we need to introduce it as a panel?
Re: opinions questions about using ideCAD Reinforced Concrete 8 Hello. I'm having trouble analyzing the cork-floored building that I entered at once at 50cm low elevation. This is how I entered it so that I could draw the floor reinforcements correctly. Am I making mistakes while modeling? You can download the model from the relevant link:
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Levent Özpak
New Member
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
Hello, Floor meshes are not formed in the project. When you create the tile by dividing the tile edges as in the example, the problem is solved. Good work"EmreT":3motq4ge" said:Hi. I have a problem when I analyze the cork-floored building that I entered at once at 50cm low elevation. I entered. Am I making mistakes while modeling?
Re: Opinions about using ideCAD Reinforced Concrete 8 questions Mr. Levent, Thanks for the reply. I actually solved the tiling by making tile edges in the first place. As you said, the problem goes away. But in the reinforcement drawing, the overlapping places change due to the slab edges. It seems that in such cases, the floor cannot be entered at once. After taking the drawing, it is necessary to make corrections in the drawing program.