Rebar Quantity is too high HELP

lokmanaga

New Member
I finished the modeling of my project in the link I gave below, but the quantity was more than I expected, I couldn't see an error, but there must be something missing somewhere. I would be very happy if you could take a look and make suggestions.
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"lokmanaga":ku0rjgj6" said:
I finished the modeling of my project in the link I gave below, but the quantity was more than I expected, I couldn't see an error, but there must be something missing somewhere. I don't understand why you're thinking. Most importantly, what are you comparing it to? Columns work at minimum (1%)... Panels work at minimum. There is almost minimum reinforcement in beams. Reinforcement can be considered normal for a 16-storey building on raft foundation. Maybe this can be said. The sections you chose If it is too big, you may be adding extra reinforcement due to the minimum reinforcement. In addition, the rigid basement floor number will be -1. Entered 0. When it is corrected, there is a decrease of 200 kg. There are warnings that need to be corrected in the geometry control. Apart from these, I did not see any problem in terms of the question you asked. Good studies
 
"ftoprak58":1xh4j5n0" said:
I have the same problem, too much equipment appears in the project link
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Your project seems to be mostly equipped with minimum reinforcement.However, in raft flooring, the working distances of the "reinforced concrete calculation axles" are not arranged correctly, so the amount of "duplicate" reinforcement in the quantity Approximately 50 tons of reinforcement can be saved by arranging the reinforcement working distances and taking the quantity with "change reinforced concrete calculation axle geometry" in raft flooring. It is more economical if you enter the elements that are arranged as L-shaped polygon columns, but whose arm lengths meet the conditions of being a panel, and model them as shells. If you did not prefer the beams numbered K80-K81 on the ground floor in this way, it does not need to be named differently.
 
You did not accept the ground and first floor as rigid in your project. According to the regulation, curtains that do not continue on all floors cannot participate in the alfas calculation. In this case, you need to enter the properties of your panels that do not continue on all floors and select the "Flooded / Panel that does not continue on all floors" so that these curtains are not included in the alfas calculation. Also, you solved the system by accepting the mixed system. According to the regulation, you need curtains that continue throughout all floors in order to solve a mixed system. Your panel, which continues on all floors with the current state of your building, is not visible.
 
this does not affect the equipment, there is only a fundamental difference in the quantity, the room does not change the equipment, it just makes the quantity more accurate.
 
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