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could you check the project. I added a column header to the bidet, it doesn't appear when receiving the drawing.
Column header drawing and control
- Thread starter 49emrah49
- Start date
HakanŞahin
Administrator
Re: column header drawing. and control
Hello, As I understand, the column header is basically stapling control But before you come to this, there are many problems in the superstructure that you need to solve. When you get a report, the program gives you a list of them. The carrier system of the project should definitely be reviewed. The first things that caught my eye are: 1. There are curtains on the floor in the basement ceiling Building curtains on the floor is an inappropriate approach. If you are sure of what you are doing, you should uncheck the lower end recessed support option in the curtain settings for correct data entry. Otherwise, the curtains will not be solved depending on the flooring as it is currently. It is also for you to talk to the people who will approve it, and then make the account. it might be appropriate. On the 7th floor ceiling, it seems that there is a need for a column in the console area with a span of 4.45 m. Similarly, I think that the number of columns in other floors is insufficient. It would be appropriate to run this situation with the architect and make structural changes in choosing a more suitable carrier system. I think the structure is weak in the y direction. Review the errors found in the geometry check. Finally, the punching controls are carried out by considering only the concrete strength, taking into account the principles in TS500 in the program. No reinforcement calculations are made for the column head. Therefore, column heading drawings are not given automatically. Good work"49emrah49":2pan1tq8" said:
Re: column header drawing. and check forgot to remove the curtains. Is there any other way to pass the 4.45 span without a column? The project becomes like this because it enters the architectural precedent. Even if the column plays on 1 floor, it coincides with the middle of any room on the other floors. Thank you for the information.
HakanŞahin
Administrator
Re: column header drawing. and control You have defined a column header for the S5 column on the 7th floor ceiling. Column caps are the construction used to increase the punching strength in beamless floors. In beam floor systems, you do not need to define the column header as the beams will meet the punching effect.
Re: column header drawing. and check
Although this forum was established only to provide technical support for ideCAD software, both ideCAD officials and valuable members of the forum they support the projects of other beams. This work is done with money in the world. I appreciate it. As for the problem, it happens that there is a 4.5m cantilever, but this formwork plan is not suitable. You can make the flooring system with beams with a depth of 70 cm and a distance of 125 cm, going in the direction of the console instead of 30 cm hollow floor But you will not want such a thing in the house. You can say to the architect, "Every problem can be solved somehow, but we cannot provide your ceiling heights." Or say "Do you want post-tension flooring?" See how they give up"49emrah49":1re7rqso" said:
Re: column header drawing. and control
+100"MaFiAMaX":u8hivgk6" said:
+100 N. YILMAZ"MaFiAMaX":u8hivgk6" said:As for the problem, it is a 4.5m console, but this formwork plan is not suitable. Instead of 30 cm hollow block, you can make beams with a depth of 70 cm and a distance of 125 cm going in the direction of the console. But such a thing will not be desired in the house. You can say to the architect, "Every problem can be solved somehow, but we cannot provide your ceiling heights." Or, "Do you want post-tension flooring?" say look how they give up
))