Selection of lines is incorrect, as all lines have been selected.
First, the part must be created by selecting the outer boundary lines only (1):
Then you have to select the'tool for creating'openings from boundary lines (2):
Each boundary line representing an opening can be selected one by one.
Milan Gérard works at the Paris site. He is responsible for sales and provides technical support to our French-speaking customers.
Product Feature
Knowledge Base
In RFEM, you can generate surfaces from members with the library cross-sections as well as from the members with the RSECTION cross-section.
Mia is Dlubal's AI assistant, available on the website and directly in the RFEM, RSTAB, and RSECTION programs.
Powered by accumulated knowledge
The chatbot is trained using the knowledge from the Dlubal website and the ChatGPT 4.0 language model. Mia can assist you with any inquiries regarding Dlubal software and structural engineering.
Quick and easy
Mia is accessible in the programs and prevents the hassle of following up by email or phone.
It's that simple:
In the programs: Click the Mia avatar at the bottom right to open the chat mode.
On the Dlubal website: To chat with Mia, click on the avatar at the bottom right of the Dlubal website or visit the special page:
Mia – Your AI Expert
You can open the cross-sections in RSECTION using a direct connection, modify them there, and transfer them back to RFEM/RSTAB. Both RSECTION cross-sections and library cross-sections, with the exception of elliptical, semi-elliptical and virtual joists, can be opened and modified directly in RSECTION by clicking a button.
For example, you can thus adjust the reinforcement layout of user-defined RSECTION cross-sections directly in a local RSECTION environment in RFEM/RSTAB. This feature is currently only available for cross-sections with a uniform distribution type. The shear and longitudinal reinforcement defined for library cross-sections is not imported into RSECTION.
When performing the "Plastic Capacity Design Simplex Method" in RSECTION , | the simultaneous variation of shear stresses over the cross-sectional area is performed in addition to the variation of axial stresses. This extended form of analysis allows you to use redistribution reserves, especially for the cross-sections subjected to shear loading, thus loading the cross-sections even more efficiently.
Go to Explanatory Video
