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Different Design Configurations by Case
How can I perform member design by case for different settings in the design configuration?
Deformation Coefficient k-def
How do I ensure that the correct deformation coefficient kdef is used in the timber design?
Single-Angle Compression Member According to AISC Section E5
How can I design single-angle compression member according to AISC Section E5?
Conservatism Factor for CLT Panel
What is the conservatism factor for CLT in Timber Design?
Cutting and Editing Plates
Why is it not possible to select the plate that I want to adjust in the “Plate Cut” and “Plate Editor” components?
Stability Analysis of Structural Components with Asymmetric Cross-Section
Is it possible to use the General Method according to EN 1993‑1‑1, 6.3.4 to design structural components with an asymmetric cross-section in the Steel Design add-on for RFEM 6 or RSTAB 9?
Adjusting NDS and CSA O86 Factors for Consideration in the Timber Design Add-on
How can the NDS and CSA O86 factors be manually adjusted for consideration in the Timber Design add-on?
NDS Strength Configuration - Calculation of Torsion Settings
What calculation is carried out for the NDS Strength Configuration "Calculation of Torsion" options?
Design Cases
Can I use design cases in RFEM 6 in the same way as in RFEM 5?
- 005450
- RFEM 6
- RSTAB 9
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- Steel Design for RFEM 6
- Steel Design for RSTAB 9
- Aluminum Design for RFEM 6
- Aluminum Design for RSTAB 9
- Form-Finding for RFEM 6
- Steel Structures
- Aluminum and Lightweight Structures
- Temporary Structures
- Tensile Membrane Structures
- Structural Analysis & Design
- Form-Finding and Cutting Patterns
- Dynamic and Seismic Analysis
- Eurocode 3
- Eurocode 9
- ANSI/AISC 360
- ADM