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Stability Analysis According to EN 1999-1-1
Is it possible to perform stability analysis according to EN 1999‑1‑1 in RSECTION 1?
Effective Section
Can I calculate the effective section properties of a cross-section using RSECTION?
Aluminum and Lightweight Structures
I would like to design an aluminum structure. Is it possible to use RFEM or RSTAB for this?
Programs for Laminate and CLT Structures
Which programs do I need for laminate and sandwich structures, or cross-laminated timber (CLT)?
Orthotropy Direction for Layers
Why cannot I define a rotation when defining layers?
Imperfection from Mode Shape
How do I create an imperfection based on a mode shape in RFEM 6?
Question
For the settlement calculation with the RF‑SOILIN add-on module, the specific weights gamma and gamma,sat are required for the soil. What do I need the value gamma,sat for, and how is it assumed in the calculation?
Consideration of Heat-Affected Zone for Aluminum
Is it possible to consider the reduction of strength in the heat-affected zone (HAZ) in the RF‑/ALUMINUM add-on module?
Question
I am trying to design an open, unsymmetric aluminum cross-section in RF‑/ALUMINUM and I am getting the warning "Non-designable - 1022) General cross-section — Check of stability is not available". What is the reason?
Question
When performing the fire resistance design with TIMBER Pro, I get Error 10001. How can I fix the error?
Question
Is it possible to design the support pressure or the compression perpendicular to the grain in RX‑TIMBER?
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
How can I create a drilled beam in RFEM?
Question
I have a question about the results of the serviceability limit state design: How is the increment of the dead load by the factor of 1.8 and the imposed load by 1.48 explained in the result combinations for the SLS design?
Question
Where can I adjust the effective length lef according to Table 6.1 of Eurocode 5 in the TIMBER Pro add-on module?
Question
Is it possible to display more values for the stress distribution over the layers in RF‑LAMINATE?
Question
I would like to design the connection of the diagonals of a truss with a steel lower flange and timber diagonals. Is this possible?
- 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