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Question
How is coupling between individual layers controlled in the RF‑LAMINATE add-on module?
Question
Is it possible to automatically consider the system strength coefficient ksys or the coefficient for considering the local load concentration km,loc in the cross-laminated timber design with RF‑LAMINATE?
Question
Why it is not possible to design a biaxial bending with the RF‑/JOINTS add-on module?
Question
In the case of the serviceability limit state design (for example, of a steel beam), the precamber is not taken into account. Is this a program error or is my entry incorrect?
Question
How can I display the stiffness matrix of the surfaces from the RF‑LAMINATE add-on module in the printout report?
Question
Why is the "without glue at narrow sides" check box not selected by default in the RF‑LAMINATE add-on module?
Question
Why is the cut-to-grain angle not taken into account when designing a tapered beam?
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
Where is the consequences class defined in RX‑TIMBER?
Question
Why do the results of members and sets of members differ in the design?
RF-LAMINATE Library
How is it possible to display the RF‑LAMINATE library? We would like to check that it is up to date.
Question
How can I design a floor slab by the manufacturer Lignotrend?
Question
The dimensioning in the graphical display in the RX‑TIMBER printout report is very confusing, depending on the structure. Is is possible to optimize it?
Question
Which forces must be exchanged between the RX‑TIMBER Glued‑Laminated Beam program and the RX‑TIMBER Brace program?
Question
The RX‑TIMBER add-on module has the "Edge Beam" feature. What exactly does this option do?
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
Is it possible to open RX‑TIMBER files in RFEM and RSTAB?
Question
How do I determine the stiffness center of my structural system?
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
Is it possible to perform design for a timber-concrete composite cross-section?
Question
Why is it not possible to select individually or simultaneously acting load cases in the "Combination Expressions" tab?
- 003312
- CONCRETE 8
- ALUMINUM 8
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- CONCRETE Columns 8
- EC2 for RFEM 5
- EC2 for RSTAB 8
- TIMBER Pro 8
- CRANEWAY 8
- RF-CONCRETE Columns 5
- RF-CONCRETE 5
- RF-PLATE-BUCKLING 5
- RF-FOUNDATION Pro 5
- RF-HSS 5
- RF-GLASS 5
- RF-TIMBER Pro 5
- RF-SOILIN 5
- RF-FRAME-JOINT Pro 5
- RF-STEEL EC3 5
- RF-PUNCH Pro 5
- Eurocode 2
- Eurocode 3
- Eurocode 5
- Eurocode 9
- Eurocode 7