Wrong Meters Problem

[mert62]

Hello, Although I don't see an error in my project, the quantity is wrong at a slightly higher level. .html

 

[Levent Özpak]

Hello Although I don't see an error in my project, the quantity is slightly incorrect, I wonder why the Project

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İK.rar.html

Hello, In your project, the basic quantity is calculated incorrectly due to the errors in the basic data entry and drawings. -Some continuous foundations are not connected to the columns. (For example, TK01, TK02,TK03,TK04 , TK30, TK50 etc.) You can check the connections in the Continuous Basic Information and Static Results report Enter data so that the continuous foundation nodes are on the column -Continuous foundations between the columns should be defined as one piece. For example, S23-S14, S20-S22 , S21-S15. -In order to solve the foundations that make small angles with each other continuously, in the General Reinforced Concrete Parameters dialog, enter the angle value in the line "Continuously accept beams with small angle difference" (Maximum 30 degrees can be entered.) In order for the problems to be resolved continuously, the points of view must be compatible. For example, the point of view of the TK09 continuous foundation on the 7 axis is not the same as the other foundations. In this case, it would be appropriate to change the viewing directions of these beams with the "Change/Beam-Specify Basic Object Direction" command. Some additional notes; -The right end of the K163 beam is not connected to the S15 column. In order for the K156 beam on the -7 axis to be resolved continuously with other beams, it is appropriate to change the viewing directions of these beams with the "Change/Beam-Foundation Object Direction" command. It is recommended to enter data such that the nodal point of the S15 column is formed on the column. Good work

 

[mert62]

Thanks..

 

[cvlngnr]

hello, in the project I sent attached, I think that the quantity of the continuous foundation is excessive. For a 80 m2 and two-storey building, it is possible to see if there is an excess of approximately 9.5 tons of iron, and to know whether you have designed a two-meter continuous foundation for the building, which is solved on a low-level plot, to reach the sub-basement level. I'm curious about your opinions on the suitability. I would be very pleased if you would be interested and share the reason.

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[MrtGrsl]

As in the appendix, you can reduce the foundation and use a curtain for the basement and select it as a basement curtain from its properties. If you draw the upper level of the curtain as -290, you can achieve the desired situation.

 

[cvlngnr]

As in the appendix, you can reduce the foundation and use a curtain for the basement and select it as the basement curtain from its properties. If you draw the upper level of the curtain as -290, you can achieve the situation you want.

MrtGrsl first of all thanks for your answer, the reduced dimensions of the foundation, Could you share it, it would be nice if I could define it that way and see the difference in quantity, and the curtain upper level should be +80 so that it saves the basement level, I would appreciate if you explain why you said -290, thank you.

 

[MrtGrsl]

MrtGrsl first of all thank you for your answer, can you share the reduced dimensions of the foundation, it would be nice if I could define it that way and see the difference in quantity, and the upper level of the curtain should be +80 so that it saves the basement level, I would appreciate if you explain why you said -290, thanks

I took the height as 50 cm, and the quantity came to around 8.5 tons. In small projects, the reinforcement ratio may be higher than normal. I did it because your floor height is 290 cm. When it is done that way, it becomes +80 cm compared to the normal level. If you enter as -70, it increases to 80 with a 150 cm curtain (when the upper level is 290).

 

[cvlngnr]

MrtGrsl first of all thanks for your answer, can you share the reduced dimensions of the foundation, it would be nice if I could define it that way and see the difference in quantity, and the curtain top level needs to be +80 so that it saves the basement level I would appreciate if you explain why you said -290, thanks

I took the height as 50 cm, and the quantity came to around 8.5 tons. In small projects, the reinforcement ratio may be higher than normal. I did it because your floor height is 290 cm. It is also 80 cm. If you enter the basic level as -70 in the floor general settings, it will increase to 80 with a 150 cm curtain (when the upper level is 290).

Thank you very much for your attention, MrtGrs.