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Implementation of Experimental Wind Tunnel Data in RFEM
How we can introduce experimental wind tunnel data in RFEM?
Implementation of Experimental Wind Tunnel Data in RWIND
How we can introduce experimental data in RWIND?
Aluminum and Lightweight Structures
I would like to design an aluminum structure. Is it possible to use RFEM or RSTAB for this?
Question
When determining the effective cross-section properties according to EN 1993‑1‑1, EN 1993‑1‑5, or EN 1999̩1‑1, SHAPE‑THIN displays a warning message saying that the effective widths are only determined for straight elements. What does this mean?
Cable and Tensile Structures
I would like to analyze cable and tensile structures. Is it possible to use RFEM or RSTAB for this?
Question
Is there a way to prepare an EC3 buckling check without setting the intermediate support manually, or is there a workaround that can speed this up?
Question
There is a note in the RF‑/JOINTS Timber - Steel to Timber add-on module saying that the member length is too short. What is the minimum length, and how can I avoid the problem?
Question
After the design was performed using RF‑/TIMBER Pro, I optimized a cross-section. Why is the utilization of the optimized cross-section exceeded now?
Question
Can I rotate a foundation about the Z-axis in the RF‑FOUNDATION Pro add-on module?
Question
Why it is not possible to design a biaxial bending with the RF‑/JOINTS add-on module?
Question
I have performed a buckling analysis in RF‑ALUMINUM. Where can I find the parameters used for the design in the add-on module?
Question
Where can I adjust the effective length lef according to Table 6.1 of Eurocode 5 in the TIMBER Pro add-on module?
Language Setting for RX-TIMBER
How can I change the language in the RX‑TIMBER add-on module?
Question
Can RF‑TIMBER AWC optimize cross-sections for fire design?
Custom Sections for AISI Design
Can I design user-defined (parametric) sections according to AISI S100 or CSA S136?
Question
How many members can be connected to a node in RF‑/JOINTS Timber - Steel to Timber, and what is the minimum angle between the members?
Timber Joints According to EN 1995-1-1, Section 8.2.2
Is it possible to use the JOINTS add-on module to design timber-to-timber connections according to EN 1995‑1‑1, Chapter 8.2.2, in RFEM 5 and RSTAB 8?
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- RFEM 5
- RSTAB 8
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- Concrete Structures
- Steel Structures
- Timber Structures
- Tensile Membrane Structures
- Structural Analysis & Design
- Finite Element Analysis
- Wind Simulation & Wind Load Generation
- Stability Analysis
- Dynamic and Seismic Analysis
- Form-Finding and Cutting Patterns
- Cold-Formed Sections
- Eurocode 1
- Eurocode 3
- Eurocode 5