- Over 86,000 users in 95 countries
- One software package for all application areas
- Free support by experienced engineers
- Short learning time and intuitive / self-explanatory software
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- Flexible modular concept that can be extended as required
- Scalable license system with single-user and network licenses
- Respected and proven software in many well-known projects
Why Dlubal Software?
Wind Simulation & Wind Load Generation
With the stand -alone program RWIND Simulation, you can simulate wind flows around simple or complex structures by means of a digital wind tunnel.
The generated wind loads acting on these objects can be imported to RFEM or RSTAB.
This article compares it with the following article: Design of concrete columns subjected to centric compression with RF-CONCRETE Members . It is therefore a question of taking exactly the same theoretical application carried out on RF-CONCRETE Members and reproducing it on RF-CONCRETE Columns. Thus, the objective is to compare the different input parameters and the results obtained for the two additional modules for the design of column -type concrete members.
This article deals with rectilinear elements whose cross -section is subjected to a normal compressive force. In this article, the aim is to show the consideration of numerous parameters defined in the Eurocodes for the design of concrete columns in the design software RFEM.
In this article, the adequacy of a 2x4 dimension lumber subject to combined bi-axial bending and axial compression is verified using RF-/TIMBER AWC add-on module. The beam-column properties and loading are based on example E1.8 of AWC Structural Wood Design Examples 2015/2018.
The add-on modules for the design of member components according to national, European and international standards display design results in tables as well as graphically as a diagram on the framework.
Temporary structures such as scaffolding or props are versatile structures that can be adapted very well to different geometric conditions.
As an aid for structural calculations of planar components, RFEM provides the option to display the FE mesh quality. When you perform an internal check of the generated finite elements for defined criteria,
When modeling and designing glass panes in RF‑GLASS, you have two different options for the FE mesh settings.
For line supports, there is an option to graphically display the additional information for all directions.
To ensure a well‑arranged structure of data in tables, the load data is automatically organized in RFEM and RSTAB.
In RFEM and RSTAB, there are various options to renumber the individual structural elements such as nodes, lines, members, surfaces or solids. There are two options available for the renumbering: singly and automatically.
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