Opinions questions about the use of Reinforced Concrete Design

Re: Opinions and questions about using ideCAD Reinforced Concrete 8 In the new version; It would be much appreciated if an add-on was made in the curtain menu that allows adding a menu to interfere with the curtain header width and adding additional reinforcement if the header reinforcement gap exceeds 20 cm. good work
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions I am trying to analyze with the ladder, but the ladder reinforcement cannot be calculated. Can you review?
 
Re: Opinions about using ideCAD Reinforced Concrete 8 questions Mr. Oznb MY SUGGESTIONS: -- Correct geometry errors. (overlapping objects must be corrected) -- K57 and K67 beams are too short. You better remove the beams and make curtains if there is no door. -- Stair support conditions should be corrected incorrectly. -- After this correction is made, APPENDIX: STAIR 1-2 ladder calculation and three-dimensional water can be seen. -- It would be better if the curtain in the basement is as I marked with green. APPENDIX: CURTAIN -- When the calculation was made after these corrections and I removed the reinforcement fixation on the beams with reinforcement deficiencies, the project became error-free. Remove rebar fixing on all beams and recalculate. ADDITIONAL: CORRECTED PROJECT -- DO NOT FIX ANY COLUMNS, BEAM, PANEL REINFORCEMENT WHEN MAKING THE CALCULATION. THIS IS AN PROCEDURE TO BE DONE IN THE STRENGTHENING PROJECT. YOU WILL GET FAULTY RESULT. Take it easy Ünver ÖZCAN
 
Re: Opinions and questions about the use of ideCAD Reinforced Concrete 8 Thank you Unver for your relevance and your answer.
 
Re: Opinions and questions about using ideCAD Reinforced Concrete 8 Hello. I have a suggestion about slab thickness control. The side of the slab in the add-on picture, which is connected to the short console, is considered as a continuous slab in the slab thickness control. However, for the connection point of the slab to be considered recessed, the width of the console must be equal to or greater than 1/4 of the short side of the slab next to it. When we enter all the tiles into the system and check the geometry, the thickness may be insufficient in the edge or corner tiles, but this is not detected. Good work.
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions I wanted to share a few mistakes I noticed 1) Basin curtains with low elevation are not visible in the basement formwork plan 2) Dimensions of the main curtains into which the basement curtains are stuck in are printed incorrectly 3) Wall loads When imported from ideimimari, the beam wall loads report is printed incorrectly. 4) The fact that the scans go to other places or disappear when I close the project and open it is now a serious problem. 5) When I select some columns or curtains and say get a column application, the program crashes and closes, good work
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"siromar":20d5ao2d" said:
I wanted to share a few mistakes I noticed 1) Basin curtains with low elevations are not visible in the basement formwork plan 2) The dimensions of the main shear walls are printed incorrectly 3) When the wall loads are taken from Idemimari, the beam wall loads report is printed incorrectly 4) When I close and open the project, it becomes a serious problem that the scans go to other places or disappear 5) Select some columns or curtains and get column application When I say that, the program crashes and closes. Good work
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Hello Mr. Ömer, Since the 1st subbasement has low elevation, it is considered together with the foundation pattern. Therefore, it is shown in the basic application. Can you add an example for 2, 4 and 5?
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Hello Mr. Hakan Draw a square with the line command, then draw a user-defined scan with automatic scan, move the box and the scan inside it to any place with the move command, the lines will be moved, but the scan inside will not be moved. Then double-click on the scan that is not scanned, and when you say OK to the incoming window, the scan is moved to the place you want. These types of user-defined scans can disappear when the program is closed and opened. Good work
 
Re: Opinions and questions about the use of ideCAD Reinforced Concrete 8 I wish you a good day, how to draw prefabricated house projects
 
Re: Opinions about using ideCAD Reinforced Concrete 8 questions So when will these v 8 reinforced concrete add-ons be updated for us using v7?
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Hello Mr. Semih, you can update from 7 to 8 with ideCAD Reinforced Concrete 8 and ideCAD Steel 8 alternatives. As of 7.022, the free update of 7 versions has ended. You can get detailed information from 212 220 55 00. Best regards
 
Re: Opinions and questions about the use of ideCAD Reinforced Concrete 8 I will always do the basic calculation and drawings. but I have to give point loads at the nodes due to the steel construction on it (steel calculation was done in another program). I have to enter a colon to give a point load. When the column enters the structure, while the basic detail is constantly being drawn, the column shoots are naturally formed. It creates a problem because the columns appear in the reports. Do I have a chance to do point loading without entering a colon?
 
Re: Opinions and questions about using ideCAD Reinforced Concrete 8 Why do you expect everything from the same program? I do the application you want to do, but I don't worry about the column sprouts, the main thing is to load the cross-section effects of the steel system on the short columns that will serve as the base and design the foundation by hand, fix the column reinforcement and sprouts by hand, and no one will say why did you do that, easy G.KOSE
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Good work In ide 8 1) curtain caps are formed on the upper floor, but not on the basement and ground floor. I introduce headboards manually, if this problem is within your knowledge, let me add a few examples 2 ) after solving the stairs together with the building, in another analysis, it does not solve it together with the building. When I look at the stair support conditions, the program itself turns it into the attached situation 3) sometimes the reinforced concrete project gives the attached error after the analysis. After re-analyzing, the problem disappears, good work
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Hello, 1) curtain caps are formed on the upper floor, but not on the basement and ground floors, I introduce them manually, let me add a few examples if this problem is within your knowledge. We have the problem you mentioned. It was a problem with versions before 8.030. After updating to 8.030, if you analyze your project again, the problem should be fixed. If the problem persists in version 8.030, send your project to [email protected] and we'll examine it. 2) After solving the stairs together with the building, in another analysis, it does not solve it together with the building. When I look at the stair support conditions, the program turns it into the attached situation. We have this error in our records. 3) sometimes the reinforced concrete project after the analysis gives the attached error. After re-analysis, the problem disappears. Can you send the relevant project [email protected]?
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Hello Mr. Yasin. It's a warning he gives in most projects, but I never saved it when he gave that warning. In such a case, I save and attach the file. I don't know if it is among your notes that the attached warning keeps coming during recording in ide 8
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions In version 8.30, cross-ties do not show detail in column applications after the critical height on 30x210 shears.
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions In cassette reinforced concrete and expansions, the teeth on the 2nd direction seem to be 10 although 20 cm
 
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