Тhe actual reinforcement of reinforced concrete elements

[Nairi85]

Good afternoon!
Help to clarify a situation. The question is as follows:
Let's say I've already done the calculation of reinforced concrete buildings, determine the design load combination, made theoretical reinforcement elements under load combinations.
And now I need to move the same elements in the module actual reinforcement and there continue the calculation.
At the time of transition to the actual reinforcement module, RSA offers a list of loaded choose either simple variants, or a combination of manual loading.
Automatic combination of RSA does not offer pick! How Come?
Please explain to me these moments: why all this is realized, there is enough to do the calculation of the actual reinforcement only on the basis of simple load cases and on the basis of the results obtained to build a building?
I'd love to learn how experienced users RSA solve problems for the actual reinforcement.
Thanks in advance.

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Добрый день!
Помогите прояснить одну ситуацию. Вопрос состоит в следующем:
Допустим я уже сделал расчет железобетонного здания, определил расчетное сочетание нагрузок, сделал теоретическое армирование элементов под сочетанием нагрузок.
И теперь мне необходимо эти же элементы перенести в модуль фактического армирования и там продолжить расчет.
В момент перехода к модулю фактического армирования, RSA предлагает из списка нагруженный выбрать либо простые варианты, либо ручные сочетания нагруженный.
Автоматические сочетания RSA не предлагает выбрать! Почему?
Объясните мне пожалуйста эти моменты: почему все так реализовано, достаточно ли расчет фактического армирования делать только на основе простых вариантов нагруженный и на основе полученных результатов строить здания?
Очень хотелось бы узнать, как опытные пользователи RSA решают задачи по фактическому армированию.
Заранее благодарен.

[Artur.Kosakowski]

Automatic combination of RSA does not offer pick! How Come?

Please explain to me these moments: why all this is realized, there is enough to do the calculation of the actual reinforcement only on the basis of simple load cases and on the basis of the results obtained to build a building?

They should be re-created in the RC design module based on the simple load cases and selected regulation file. The process is similar to the situation when you create an RC Element in the RC Provided reinforcement module and define loads there with no model being defined at all. 

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[Nairi85]

Hi Artur

I ask show all the screenshots ...
I do not quite understand your answer (

[Artur.Kosakowski · Accepted solution]

Option 1:  

When you create a model you define simple load cases and then you generate automatic code combinatons. 

When you design RC elements you export these simple load cases and the RC Design module generates automatic code combinations in the same way as done for a static analysis of a model and uses these code combinations for design of reinforcement

Option 2:  

When you create a model you define simple load cases and then you generate manual combinatons. 

When you design RC elements you export these manual combinations and the RC Design module uses these manual combinations for design of reinforcement

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[Nairi85]

Artur, thanks for the reply.
I'm interested in the first option, which you describe.
If I understand you correctly, then when a model already established automatic combination of loads, the transition to the actual reinforcement module, I choose a simple load cases and click on the OK.

And the Robot automatically creates a combination of loadings for this item.
That's it ??

[Artur.Kosakowski]

This is correct. 

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.