- Online trainings provide solutions to your design projects.
- Receive guidance from experienced Dlubal instructors.
- Gain valuable program insight, increase efficiency, and improve workflows.
- Virtual trainings are cost-effective, flexible, and convenient.
RFEM | Basics
Online Training Information
Why An Online Training?
Use this webinar to expand your knowledge to work more efficiently and effectively with the Dlubal software.
Date | Time
ContentBasic training on the structural FEA software RFEM
Price195.00 EUR zzgl. MwSt.
|-||Introduction to the structural analysis software|
|-||Overview of important features|
|-||Detailed workflow with relevant design examples|
|-||Question and answer opportunities|
|-||Information about Dlubal Software products|
Additional informationThe online training requires a fast and reliable internet connection.
During the training, each participant can ask questions at any time using the chat option.
Each participant will receive a link to the recorded training including presentation models to download and a PDF version of the training manual. This material contains all topics covered during the online training.
The training is held in English.
Each participant will receive a certificate of completion for the hours attended (i.e. PDH).
Bastian Ackermann, M.Sc.
Mr. Ackermann is the contact person for sales inquiries.
Dipl.-Ing. Juliane Stopper-Akdag
Product Engineering & Customer Support
Ms. Stopper provides technical support for our customers and is responsible for the development of products for geotechnical engineering.
Do you have any questions about a group training course? Contact us via phone, email, chat, or forum.
If you are interested in a specific topic not included in a group training, consider an Individual Training.Individual Training
"I have watched the webinar recording "Design of Cross-laminated Timber Panels (CLT) According to Eurocode 5" on YouTube and I am impressed by about the program and the very good presentation.
When calculating a surface model, the internal forces are determined separately for each finite element. Since the element-by-element results usually represent a discontinuous distribution, RFEM performs smoothing of the internal forces.
RF-/STEEL Fatigue Members Add-on Module for RFEM/RSTAB | Fatigue Design of Members According to EN 1993-1-9
RF-/JOINTS Steel - Tower Add-on Module for RFEM/RSTAB | Hinged Connections of Lattice Towers According to EC 3
RF-/TOWER Effective Lengths Add-on Module for RFEM/RSTAB | Determination of Effective Lengths for Lattice Towers
RF-CONCRETE NL Add-on Module for RFEM | Nonlinear Reinforced Concrete Calculation for Serviceability Limit State
RF-LOAD-HISTORY Add-on Module for RFEM | Consideration of Plastic Deformations from Previous Load Conditions
RF-/FE-LTB Add-on Module for RFEM/RSTAB | Lateral-Torsional Buckling Analysis According to Second-Order Analysis (FEM)
- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
- How can I display membrane stresses in the results of RF‑STEEL Surfaces?
- In RF‑CONCRETE Surfaces, I obtain a high amount of reinforcement in relation to a lever arm that is almost zero. How is such a small lever arm of internal forces created?
- How does the "Orthotropic Plastic" material model work in RFEM?
- I would like to define a line support with ineffective tension and apply the tension force on this line using a nodal support instead. Why does the line support still receive a tension force?
- When converting from the manual definition of reinforcement areas to the automatic arrangement of reinforcement according to Window 1.4, the result of the deformation calculation differs, although the basic reinforcement has not been modified. What is the reason for this change?
- Why do I get a discontinuous area in the distribution of internal forces? In the area of the supported line, the shear force VEd shows a jump, which does not seem plausible.
- How is it possible to make factorized combinations of a dead load in the context of form‑finding?
- Where can I find detailed information about orthotropy mentioned in the manual?
- I obtain different results when comparing the deformation analysis in the RF‑CONCRETE add-on modules and another calculation program. What could be the reason for this?