RFEM - Special Features to be More Competitive
Free Online Seminar
Challenges in your structural analysis and design software occur on a daily basis. This webinar focuses on special features in Dlubal's FEA software RFEM to help you effectively overcome these obstacles to become a more efficient and productive structural modeler.
- Modeling techniques
- Time-saving features
- Addressing singularities
- Troubleshooting instabilities
|01:00||Example 1 - Simple frame|
|22:00||Example 2 - Continuous timber beam|
|34:00||Example 3 - Pipe|
|42:00||Example 4 - Concrete foundation|
|53:10||Example 5 - 3D hall|
Amy Heilig, PE
CEO - USA Office
Sales & Technical Support Engineer
Amy Heilig is the CEO of the USA office located in Philadelphia, PA. In addition, she provides sales and technical support and continues to aid in the development of Dlubal Software programs for the North American market.
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Arbitrary distributions of concentrated loads often occur in the load definition of beam structures.
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?
- I have a model of a timber building, which I have transferred from Scia Engineer and adapted it into the RFEM program. The models should be the same; however, it can only be calculated in Scia Engineer while RFEM reports singularity. How do I edit the model to analyze it in RFEM?
- How can I model a timber-concrete composite floor?
How can I retrospectively reduce the determined provided longitudinal reinforcement in RF‑CONCRETE Columns?
Is it possible to specify shrinkage effects as loads?
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?
- 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"?
- The information about the limit time for the fire resistance design R in the RF‑TIMBER Pro add-on module is missing in the printout report. Is it posssible to add this information to the printout report?
- How is the static depth d calculated in the bending design of block foundations (calculation as equivalent beams)?
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements