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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
Why it is not possible to design a biaxial bending with the RF‑/JOINTS 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?
- 004727
- 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