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NDS Strength Configuration - Calculation of Torsion Settings
What calculation is carried out for the NDS Strength Configuration "Calculation of Torsion" options?
Stability Analysis with Torsion
When performing steel design in RFEM 6 or RSTAB 9, I get a warning that the torsion is neglected in the stability design checks. What is the reason for this, and how can I get around the warning message?
Not Valid/Deactivated Punching Nodes
In the table of the objects to be designed in the Concrete Design add-on, punching nodes are listed in the not valid/deactivated column, although I have defined them as punching nodes. How can I fix this?
Graphic Templates for Printing Reinforcement Layout
How can I use graphic templates for multi printing of a reinforcement?
Design Cases
Can I use design cases in RFEM 6 in the same way as in RFEM 5?
Scaffolding and Rack Structures
We are looking for a program for scaffolding and rack structures. Is Dlubal Software suitable for this?
AISC 341 Limit State Types
Which Limit State Types are applicable for the AISC 341 seismic design?
Colored Scale of Tables and Report
Is it possible to hide the color scale in blue/red in tables and in a printout report?
CSA S16 Class 4 Sections
Can I design members with Class 4 sections according to CSA S16 in the Steel Design add-on?
Hardware and System Requirements
What are the minimum requirements for RFEM 6 and RSTAB 9?
Splice Connection
How do I create a splice connection in the Steel Joints add-on?
Working Directory
Where can I find the working directory of RFEM 6, RSTAB 9, and RSECTION 1?
Standardized Sections for AISI Design
Which standardized sections are valid for AISI cold-formed steel design in RFEM 6?
AISI Table B4.1-1 Applicability Limits
Does RFEM check the applicability limits of AISI Table B4.1‑1?
Displaying / Adjusting Other Settings of Printout Report
Is it possible to adjust the layout (for example, the header) in the printout report in RFEM 6 / RSTAB 9?
Overstrength Factors
How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
Creating Response Spectrum ASCE 7-22
How can I create a response spectrum according to ASCE 7‑22?
Error Message Import Python
When trying to import an IFC File to RFEM, an error message appears. How can I solve the problem?
Stress Ratio
The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
Member Design Supports for Deflection Checks
How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
Unsymmetrical Cross-Section (UPE)
I am having trouble with the design of a steel structure. For a singly symmetric cross-section (UPE), the program cannot perform the stability analysis. It reports that the Equivalent Member Method 6.3.3 is not applicable for an unsymmetrical cross-section. Is it possible to design such cross-sections in the program?
Adapted Method (Enable Double Bending)
I cannot analyze a UPN cross-section subjected to double bending in the program. Is it possible to do this in the program?
Neglecting Torsion
How can I neglect torsion in the steel and timber design?
Page Break in Printout Report
Is it possible to create page breaks manually in a printout report?
- 005113
- Timber Design for RFEM 6
- Timber Design for RSTAB 9
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- Aluminum Design for RFEM 6
- Aluminum Design for RSTAB 9
- Steel Design for RFEM 6
- Steel Design for RSTAB 9
- Stress-Strain Analysis for RFEM 6
- Stress-Strain Analysis for RSTAB 9
- Steel Joints for RFEM 6
- Timber Structures
- Concrete Structures
- Steel Structures
- Structural Analysis & Design
- Eurocode 2
- Eurocode 3
- Eurocode 5
- Eurocode 9