Opinions questions about the use of Reinforced Concrete Design

Re: Opinions about using ideCAD Reinforced Concrete 8 questions After the slab is defined, when a beam dividing the slab is drawn, the automatic division of the slab is sometimes problematic. So much so that there is flooring that has a name but is not visible on the model. During the analysis, when I get the error "DXX tile could not create a mesh", I notice and find the tile with object command, but I cannot select it because it does not appear. In this case, I select all tiles on that floor with the select similar objects command, and then click all tiles one by one to deselect them. The last unseen tile remains and I delete it. I use this method because the object is not deleted even though I select it with the select button in the find command.
 
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
"MaFiAMaX":13drdiyh" said:
After the slab is defined, the automatic splitting of the slab is sometimes problematic when a beam is drawn that divides the slab, such that a slab with a name but not visible in the model When I get the error "DXX tile could not create a mesh" during the analysis, I notice and find the tile with find object command, but I cannot select it because it is not visible.
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Hello Mr. Erhan, You can add a sample project for the situation you specified or send it by mail.
In this case, I select all tiles on that floor with the select similar objects command, then click all tiles one by one to remove them from the selection. The last unseen tile remains and I delete it. I do not select it with the select button in the find object command. I use this method because it is not deleted though.
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You can delete the faulty tiles in the geometry control as described in the link below.
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Good work
 
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
"Levent Özpak":3tn3tual" said:
Can you add a sample project for the situation you specified or send it by e-mail? Bey.
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Re: Opinions and questions about using ideCAD Reinforced Concrete 8 Hi, I will have 1-2 requests. 1- Distribution irons on hollow floors make fi8/18. Although I say 5 times the floor parameters, it always beats 18. 2-It does not place the reinforcements of the circular curtains properly. Especially in the application plan, it is necessary to delete and re-create it. 3- If a constructive hollow block niche is created at the end of the console in cantilever type hollow blocks, it will be easier for the next formwork arrangements. 4-In cassette floors, it will be easier if the distance between the teeth is seen on the mold plan in two directions. It's a little too much now. Thank you Selcuk SESLI
 
Re: opinions questions about using ideCAD Reinforced Concrete 8 Hello. When the quantity is taken, can we see on average how many kg of iron goes to m3 and m2? If not available, can it be considered?
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"legend":2nkvorme" said:
Hi. Can we see on average how many kg of iron goes to m3 and m2 when the quantity is taken?
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Hello, For now, you can calculate how many kg of iron per m3 in the quantity lists.
 
Re: Opinions about using ideCAD Reinforced Concrete 8 questions Occasionally, the model comes out of the frame in the perspective window and it can be boring to reach the model again by zooming out. Can't CTRL+X be executed like in the plan window?
 
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
"MaFiAMaX":7126zukd" said:
Sometimes the model is out of the frame in the perspective window and it can be boring to reach the model again by zooming out. can't it be run?
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You can return to the model origin by pressing the Home button on the keyboard in the perspective window.
 
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
"M. Berat Denli":yvjc0uy4" said:
"MaFiAMaX":yvjc0uy4" said:
In the perspective window, the model occasionally comes out of the frame and zooms out Reaching the model again by doing it can be tedious. Can't CTRL+X be executed like in the plan window?
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You can return to the model origin by pressing the Home button on the keyboard in the perspective window. I wish I had asked earlier :) Thank you.
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Re: opinions and questions about using ideCAD Reinforced Concrete 8 hello. In the appendix, there is the original version of the project and 3 columns accidentally rotated in such a way that the nodes remain constant. I can't get a warning in geometric control. I wonder why? thank you.
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Re: Opinions about using ideCAD Reinforced Concrete 8 questions I read what was done in 8.62. I thought I had most of them, it's a general problem... it was great. Inshallah it will be more beautiful. Congratulations. Best regards
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Hello Generally, analysis times are too long for semi-rigid diaphragms in large and detailed projects. After affecting the soil load on a project with 4 basements and on-site temporary shoring, the analysis time took a long time. While it took 35 minutes in full-rigidity, it approached 5 hours in semi-rigid. Good work Processor Intel(R) Core(TM) i7-4790K CPU @ 4.00GHz 16gb RAM GTX970 graphics card
 
Re: Opinions about using ideCAD Reinforced Concrete 8 questions I don't know what it is, but there seems to be a problem. When I looked at the picture, it didn't take that long, even though I solved the project with a larger size than in the picture. The computer configuration is almost equivalent to yours. I wonder if the graphics card is using the integrated card by default or the one you mentioned. Or something else I didn't know. Could it be that the finite element widths were accidentally reduced too much? I think you've thought of these, but here's a reminder anyway.
 
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
"NYILMAZ":2i3iset9" said:
I don't know what it is, but there seems to be a problem. When I looked at the picture, it didn't take that long even though I solved a larger project than the picture. The computer configuration is almost equivalent to yours. I wonder if the graphics card uses the integrated card by default or the one you mentioned. Or something else, I don't know. Maybe the finite element widths were reduced too much by mistake? I think you've thought of this, but still a reminder.
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] Since there is soil load on 4 basements and all curtains, I think the reason for the extension of the analysis is soil load. If an improvement is made on that issue, the problem will be solved. When the load is removed, the time returns to normal. Good work Sent via iPhone using Tapatalk
 
Re: Opinions about using ideCAD Reinforced Concrete 8 questions I just looked at a project that resembles yours. Temporary shoring, project floor area is approximately 1000 m². There are 10 floors, 4 basements, 3 basements have curtain and soil effect. 7-7.5 minutes by removing the soil effect. While solving the semi-rigid diaphragm, I saw that it took around 10 minutes when dissolved (again semi-rigid) together with the soil effect on the curtains. Good work.
 
Re: Opinions about using ideCAD Reinforced Concrete 8 questions Hello, As it can be understood from the attached screenshot, ide V7 automatically captures slanted slab while ide V8 cannot detect slanted slab automatically. When I create a slab by selecting contour, it throws flat slab.
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Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions In the new version, it seems that the problem of column reinforcement in mezzanine floors exceeding that of the downstairs has been fixed. Will this update come for version 7 about it?
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"jumboss":q35svxh8" said:
I think the problem that the column reinforcement in the mezzanine floors is more than the downstairs has been fixed in the new version.
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Hello, Old versions will not be updated.
 
In the project with studded beam skylight, should we pass beams on the 20-meter wall, the beam is studded on both sides, or should we open a tear in the floor and add a wall load to the floor?
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions It is much more correct to use beams. Stud beams are nothing to be afraid of. The important thing is how much you use it inside the building and whether you transfer the load to the beam in the shortest way when you use it. It is generally used for the edges of small floors such as WC bathroom. It is necessary to pay attention to the fact that one or both of the supports of the pierced beam do not have a stud, rather than whether there is a stud at both ends. We call such situations "travelling load" in professional jargon. Loads where it is not clear where the load reaches the column. Good work. Sent from my N. YILMAZ SM-N915F using Tapatalk
 
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