- 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 | USA
Online Training Information
Why An Online Training?
Use this online training to expand your knowledge to work more efficiently and effectively with the Dlubal software.
Date | Time
Event Language
EnglishContent
Basic training on the structural FEA software RFEMPrice
$250.00Time Schedule
- | 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 information
The 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)..
Speakers

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.

Alex Bacon, EIT
Technical Support Engineer
Alex is responsible for customer training, technical support, and continued program development for the North American market.
Keywords
RFEM Basic training Online training
Links
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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 TrainingImpressed by Program and Presentation
"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.

Determining Seismic Loads per Story by Means of Nodal Constraints
When introducing and transferring horizontal loads such as wind or seismic loads, increasing difficulties arise in 3D models.
With the Camera Fly Mode view option, you can fly through your RFEM and RSTAB structure. Control the direction and speed of the flight with your keyboard. Additionally, you can save the flight through your structure as a video.
- 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?
- 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?
- 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?
- 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?
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