We provide hints and tips to help you get started with the basic program RFEM.
KB 000756 | Targeted display of results in RF-/FOUNDATION Pro
Video
First Steps with RFEM
Description
In RF‑/FOUNDATION Pro, you now have the option to design a foundation at one or several nodes of the model.
Keywords
Dlubal Knowledge Base Foundation Bending design Result table Results dialog box Result nodes Pad footing Bucket Ground failure Position security Lateral buckling Eccentric loading Settlement Dlubal KB Knowledge Base Technical Contribution
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Targeted display of results in RF-/FOUNDATION Pro
In RF‑/FOUNDATION Pro, you now have the option to design a foundation at one or several nodes of the model.
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.
- Why do I get the error message 10203 for a result beam when performing design with RF‑CONCRETE Members?
- When calculating a cable using the STEEL EC3 add‑on module, there is the error message "Incorrect characteristic stresses for material No. 1! Please correct this in Table 1.2."
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How can I retrospectively reduce the determined provided longitudinal reinforcement in RF‑CONCRETE Columns?
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Is it possible to specify shrinkage effects as loads?
- Are effective length factors determined automatically from a model in the add-on modules for the aluminum and steel design or do I have to make adjustments?
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Which units are specified in the result display of the support reactions (kN or kN/m)? A note about this is missing in the graphic.
In the case that the support reactions are given in kN/m, for which distance does the value apply? - I design a cross-section created in the SHAPE‑THIN program by using the RF‑STEEL EC3 add-on module, but the program shows the error message "ER006 Invalid type of c/t-part for cross-section of type General." What can I do?
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Is it possible to calculate with American steel cross-sections?
- Four surfaces have identical loads, but they show different negative moments at the support location. Is this an error?
- Where do I find the setting to specify the entered structural component as a "wall" or "slab"?
