What is the maximum number of reinforcement groups that can be created in RF‑CONCRETE Surfaces?
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Modal Analysis in RFEM 6 Using a Practical Example
Modal analysis is the starting point for the dynamic analysis of structural systems. This article shows you a summary of how to perform a modal analysis in RFEM 6.
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Concrete Design | Reinforced Concrete Design with Net Concrete Area
During the cross-section design, you can control whether the concrete surface is applied behind the reinforcing bars or is subtracted from the concrete cross-section. The design of the net concrete cross-section is mainly used for highly reinforced cross-sections.-
The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
- Where can I find the graphical results of punching shear in the concrete design? Especially the distribution of shear forces at the critical perimeter or the punching loads.
- Is it possible to display the reinforcement description in RFEM 6?
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I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?
- Where can find the option to hide the defined types (for example, design supports or effective lengths)?
- How do I create a user-defined Design Situation with my own chosen load combinations?
- Can I define a different bar size in the RFEM 6 Concrete Design add-on other than the default bar sizes available in the drop-down?
- Can the RFEM 6 Concrete Design add-on automatically design member and surface reinforcement?
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- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
