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Question
Why it is not possible to design a biaxial bending with the RF‑/JOINTS add-on module?
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?
Question
I cannot calculate members with double rectangular cross-sections and linearly variable cross-section height in TIMBER Pro. What is the reason?
Question
Why do the results of members and sets of members differ in the design?
Question
How can I generate a restraint or a spring for the support in RX‑TIMBER Glued-Laminated Beam?
Language Setting for RX-TIMBER
How can I change the language in the RX‑TIMBER add-on module?
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
Which result combinations can I design with the RF‑/JOINTS Pro program, and what should I pay attention to?
Question
Is it possible to import effective lengths from RF‑STABILITY or RSBUCK in RF‑/TIMBER Pro?
Question
Can RF‑TIMBER AWC optimize cross-sections for fire design?
Question
How can I change the shear correction factor kcr in RF‑JOINTS Timber - Timber to Timber?
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?
Question
Is it possible to automatically consider the rigidity of fasteners in the RF‑/JOINTS Timber - Steel to Timber add-on module when determining internal forces?
- 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