Tapered Frame
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Description
This model was used to explain the fire resistance design for reinforced concrete members.
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Keywords
Tapered frame Fire resistance Fire Zone method Damaged zone Temperature course Equivalent wall Reduced cross-section
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Disclaimer
This structural analysis model available for download may be used for learning or testing purposes. There is no guarantee or liability for the accuracy or completeness of the model.
Fire Resistance Design for Reinforced Concrete Members
The reinforced concrete design for fire situations is carried out according to the simplified method based on EN 1992-1-2, Clause 4.2. The "zone method" described in Annex B.2 is used.
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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?
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- 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.
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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?
