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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?
Considering Weld Eccentricity in RFEM 6
Is it possible to consider the eccentricity of unsymmetrical line welds for the stress analysis in RFEM 6?
Implementation of Experimental Wind Tunnel Data in RFEM
How we can introduce experimental wind tunnel data in RFEM?
Implementation of Experimental Wind Tunnel Data in RWIND
How we can introduce experimental data in RWIND?
Effective Section
Can I calculate the effective section properties of a cross-section using RSECTION?
- 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
Temporary Structures
I would like to analyze temporary structures. Which programs do you recommend?
Aluminum and Lightweight Structures
I would like to design an aluminum structure. Is it possible to use RFEM or RSTAB for this?
Cable and Tensile Structures
I would like to analyze cable and tensile structures. 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)?
AISC 341 Limit State Types
Which Limit State Types are applicable for the AISC 341 seismic design?
Overstrength Factors
How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
Redundancy Factors
How do I include the redundancy factor(s) ρ in the ASCE 7 load combinations?
Imperfection from Mode Shape
How do I create an imperfection based on a mode shape in RFEM 6?
Welds in RFEM 6
In the case of stairs with a complicated geometry, it is often difficult to design welds by using the analytical methods. How can I do this with RFEM?
Info Day Online 2018
Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
Question
When converting from the manual definition of reinforcement areas to the automatic arrangement of reinforcement according to Window 1.4, the result of the deformation calculation differs, although the basic reinforcement has not been modified. What is the reason for this change?
Question
I obtain different results when comparing the deformation analysis in the RF‑CONCRETE add-on modules and another calculation program. What could be the reason for this?
Shrinkage and Creeping Parameters
Is it possible to set the parameters for the shrinkage and creeping calculation in RF‑CONCRETE Members?
Question
What should be considered when using a failure of columns under tension in the RF‑/DYNAM Pro – Equivalent Loads add-on module?
Question
Can I simulate the cracked state of a concrete cross-section for a bending beam with the "Isotropic Nonlinear Elastic 1D" material model?
Question
Why do I get such a small amount of reinforcement for the upstand beam? The amount of reinforcement for the downstand beams is significantly larger.
Question
How are the creep and shrinkage for columns considered in RF‑CONCRETE Members?
Question
How can I display the vertical deformation of a column in state II? I cannot find this setting for the serviceability limit state design.
Question
The RF‑CONCRETE Columns add-on module cannot determine sufficient reinforcement. However, the columns can be designed easily in a comparative calculation. Can you help us?
- 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