Verification Example 0008 | 19
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You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
Separate Load Entry for Structure or Foundation Design
In RF-/FOUNDATION Pro, the foundation design requires the definition of the corresponding loading (load cases, load combinations, or result combinations) for different design situations (STR, GEO, UPL, or EQU).
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Concrete Design | Definition of Effective Slab Widths of T-beams by Segment
Within a member, you can define the integration width and effective slab width of T-beams (ribs) with different widths. The member is divided into segments. The transition between the different flange widths can be either graded or specified as linearly variable. For the reinforced concrete design of the rib, the defined surface reinforcement can be considered as a flange reinforcement.- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
- What does the "Crack formation in the first 28 days" option mean?
- How can I model a thickened area of my concrete slab in RFEM such as a drop panel?
- Does RF‑/FOUNDATION Pro work independently, without the main program?
- Why do I get Error No. 10203 for a result beam when performing design with RF‑CONCRETE Members?
- How do I display the utilization ratio of a compression column in RF‑CONCRETE Members?
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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.
When the support reactions are given in kN/m, for which distance does the value apply? - Is it possible to transfer properties, such as the cross-section, or the surface thickness as well as the material of a surface, of an existing element to a new element?
- Is it possible to set user-defined values when viewing solid stress results?
- Is it possible to display stresses of hybrid timber cross-sections in RFEM and RSTAB?
