Less quantity of equipment

[actombo]

Hello, I usually check the quantities in the projects I do. This project has approximately 1800 m2 of total reinforcement of around 60,000 t. When it hits a square meter, approximately 32-33 kg of reinforcement comes out. This was the case in my previous project. Both of them are concrete class C30. In my previous works, it was usually between 35-40, I know that 35-40 kg is ideal. I wonder if I am making a technical mistake, I added my project, I would be glad if you could help. Thanks

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[unver]

Hello, The amount of reinforcement you find as a result of the calculation varies according to the earthquake zone, concrete-reinforcement value, modeling, architectural project, ground value etc. Increase the ground safety (take 40 t/m2) and make an individual foundation. How much concrete and reinforcement will come out. Compare. What I'm saying is that it is not a good situation for a Civil Engineer who makes a static project to calculate the amount of reinforcement by dividing the amount of reinforcement by the building construction area and to try to get the right result by comparing them. Solve the project with the ladder semi-rigid diaphragm. Unver ÖZCAN

 

[Levent Özpak]

Hello, In addition, the wall loads were not taken into account in the structural analysis in the project. In the Analysis Settings/Other tab, check the "Take user defined wall loads defined on beams" option. Good work

 

[actombo]

Hi The amount of reinforcement you find as a result of the calculation depends on the earthquake zone, concrete-reinforcement value, modelling, architectural project, ground value, etc. Increase the ground safety (take 40 t/m2) and make an individual foundation. There will be as much concrete and reinforcement as there will be. Compare. I mean that calculating the amount of reinforcement by dividing the amount of reinforcement by the building construction area and trying to get the right result by comparing it is not a good situation for a Civil Engineer who makes a static project. Solve the project with a semi-rigid diaphragm with a ladder. Ünver ÖZCAN[/ quote] Ünver, you are right. After all, the amount may vary according to the irregularities in the plan. I am aware that it is not correct to generalize like this. But all contractors have this, "the understanding that so much equipment has gone per square meter, hmmm it's good/bad". Thank you for your interest, I will consider your suggestions.

 

[actombo]

Hi, In addition, wall loads were not taken into account in the structural analysis in the project. In the Analysis Settings/Other tab, check the option "Take user defined wall loads defined for beams". Good work

Thank you Levent