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Home Support & Learning Learning Videos FAQ 002367 | Where do I find the setting to specify the entered structural component as a "wall" or "floor"?
FAQ 002367 | Where do I find the setting to specify the entered structural component as a "wall" or "floor"?
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Where do I find the setting to specify the entered structural component as a "wall" or "floor"?Answer
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Dlubal FAQ model type wall slab floor ceiling Frequently Asked Question FAQ about Dlubal Question and Answer about Dlubal
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Recommended Events
Eurocode 5 | Timber structures according to EN 1995-1-1
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Videos
KB 000628 | Modeling Downstand Beams in Cross-Laminated Timber Constructions with Ribs
Length 0:41 min
KB000610 | Automatically Dimensioning the Foundation Slab Geometry with RF-/FOUNDATION Pro
Length 0:40 min
KB 000674 | Defining Mandrel Diameter for Foundation Reinforcement in RF-/FOUNDATION Pro
Length 0:36 min
Models to Download
Knowledge Base Articles

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Using Modified Stiffnesses for Dynamic Calculations
In RFEM, it is possible to modify stiffnesses for materials, cross -sections, members, load cases, and load combinations in many places.
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Product Features Articles

Material Model Orthotropic Masonry 2D
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
Frequently Asked Questions (FAQ)
- Where do I find the setting to specify the entered structural component as a "wall" or "floor"?
- Why do I get large differences for the design of a longitudinally stiffened buckling panel in comparison with the German and Austrian National Annex?
- How can I create a curved or arched section?
- How can I perform the stability analysis in RF‑/STEEL EC3 for a flat bar supported on edges, such as 100/5? Although the cross-section is rotated by 90° in RFEM/RSTAB, it is displayed as lying flat in RF‑/STEEL EC3.
- How are the signs for the release results of a line release and line hinges interpreted?
- How is the rotational stiffness of a buckling stiffener determined in PLATE‑BUCKLING?
- How are hot-dip galvanized components considered for fire resistance in the RF‑/STEEL EC3 add-on module?
- Is it possible to manually specify a longitudinal reinforcement for design in RF‑PUNCH Pro?
- After the design with RF‑/TIMBER Pro, I optimized a cross-section. Why is the utilization of the optimized cross-section exceeded now?
- Is it possible to design the support pressure or the compression perpendicular to the grain in RX‑TIMBER?
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