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Opinions questions about the use of Reinforced Concrete Design
- Thread starter Ismail Hakki Besler
- Start date
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Are unsaving criteria in the retaining calculation shown with a green tick, while there should be a red cross, or am I wrong? (I entered the attached retaining wall dimensions as a test to test this situation)
Levent Özpak
New Member
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
This is among our notes. Thank you for your report."aykut_k":erg6j8z5" said:Are the unsaving criteria in the retaining calculation shown with a green tick, while there should be a red cross or am I wrong? (You can see the attached retaining wall dimensions in this situation. I entered it as a test to test)
Levent Özpak
New Member
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
Soil dominant period(To) 1975 Regulation Equivalent Earthquake Load It is a parameter that is active in the method.As the solution was removed according to the 1975 Regulation, this parameter was also removed."aykut_k":32vubk9u" said:I could not find a place to enter the ground t0 value in the new version.
Re: Opinions about using ideCAD Reinforced Concrete 8 questions Hello, The topic I will mention is also available in ide7 and ide8. The cross-section lines of the stair sections, especially on the rotating parts, are not suitable for the 3d structure. Is it possible to fix this?
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"ssesli":dohe7n1t" said:3-Fi12 is placed in the reinforcement results although the beam body iron diameter is selected as fi14 in the beam parameters.
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serpilakbas
New Member
Re: opinions and questions about using ideCAD Reinforced Concrete 8 hello, we just got the program. we are having some difficulties. We cannot change the basic upper level fixed in the floor general settings, it is accepted as 0 in every way. What can we do? (urgent please) and we have to manually enter the elasticity shear module each time. is there a solution to this? Also, we are constantly getting the warning that the number of mods is insufficient, and it corrects itself after a few analyzes. I will be glad if you help.
Levent Özpak
New Member
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
Hello, the program is 8.103 Did you download the version?"serpilakbas":2t4f5dzl" said:hello, we have just received the program. We are having some difficulties. We cannot change the basic upper level fixed in the floor general settings, and it accepts it as 0 in every way. What can we do? (urgent please) and we have to manually enter the elasticity slip module every time. Is there a solution for this? Also, we constantly get the warning that the number of modes taken into account is insufficient, it corrects itself after a few analyzes. I would appreciate your help.
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Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Hello, the visualization of the analysis results I want in the 3D window in the 7th version, the display of insufficient elements, etc. are beyond perfect in this version. Good luck to you. I remember that in our meeting with Mr. Yasin, we were able to visualize the floor loads with colors. Now I can't find it in the demo version. Can you help me?
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
Thank you. I think we can't see this in the analyzed model."NYILMAZ":3eiuhr8z" said:I think you will figure it out when you look at the attached picture. Take it easy.
HakanŞahin
Administrator
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
Hello, You can see it at any stage before or after analysis ."MaFiAMaX":1dz7g6qy" said:[Thanks. I think we can't see this in the analyzed model.
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions What could be the reason why there is very little reinforcement in beams 1 and 2 in my project, although it continues, the reinforcement is square and does not show any reinforcement in the section? link where i uploaded my project:
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Mould Quantity in Hollow Slabs In version 7, when I wanted to take the mold quantity for hollow blocks, I could get the mold quantity by deleting the ribs and cassettes and making the slab thickness equal to the beam height. When you make the same application in version 8.103, the floor takes the formwork areas, but the formwork quantity is missing because it does not take into account the beam bases. I would appreciate it if you could edit this issue. Good work...
mantar döşeme
New Member
Re: Opinions about using ideCAD Reinforced Concrete 8 questions I will draw for the first time. I will draw according to an architecture that comes in autocad. The first problem is with scale. I'll take 1 to 1 when I'm drawing. the scale at the bottom shows 1/50. That part confused me a lot. Secondly, when I was drawing, I took one-to-one and threw the axles. After a certain distance, the axle started to stop. When it goes out of the square found, the axle is not thrown. Is it a problem with scale? If we do not make a 1 to 1 solution, will we not get different results in the analyzes made? Thank you in advance for your answer. good work.
Levent Özpak
New Member
Re: Opinions about using ideCAD Reinforced Concrete 8 questions
1-The scale in the lower right corner of the program is the image scale. It does not affect the project information. In the program, 1 meter is used as 1 unit. 2-The square you mentioned is the contour line. There is an axis boundary 3 meters away from the contour line. Axle lengths are determined automatically depending on the axis boundary. Consider the contour lines at the outermost limits of the building in the architectural project. You can re-create it. For detailed information, read "Axis Limit", "Contour Lines", "Calculate Contour" and "Functions of Contour Lines" from the Help menu. Good work"mushroom flooring":13i2q3tg" said:I will draw for the first time. I will draw according to an architecture that comes in autocad. The first problem is related to scale. 1' e should I take 1 while drawing. The scale at the bottom shows 1/50. That part confused me a lot. Secondly, while I was drawing, I took one-to-one and threw the axes. After a certain distance, the axis started not to hit. When you go outside of the found square, the axis is not thrown. Is it a problem with the scale? - If we don't make a 1:1 solution, won't we get different results in the analysis? Thank you in advance for your answer. Good work.
mantar döşeme
New Member
Re: Opinions and questions about using ideCAD Reinforced Concrete 8 Thank you very much, I solved the problem.
mantar döşeme
New Member
Re: opinions and questions about the use of ideCAD Reinforced Concrete 8 good evening. beams cannot be drawn without pleats in the program. I disabled all the pile sizes required in the beams from the reinforcement selection section. but the program throws its own 8 battery. Thank you in advance for your reply.