Back
Is this page helpful?
120x
003317
2024-09-18

RFEM 6 | Students | Introduction to Reinforced Concrete Design

As a student, learn how to work more efficiently with RFEM. In the training, we discuss the essential modeling functions and workflows using practical examples. Live Q&A with the instructor is possible during the course.
Online Training | English
RFEM 6 | Students | Introduction to Reinforced Concrete Design
2025-05-27
4:00 PM - 5:00 PM CEST
English
Add to Calendar Register
Free
EN-US | Flag Product Feature
RFEM 6 | FEA Software

Free online basic training for students on the structural FEA software RFEM 6 | Introduction to Reinforced Concrete Design

As a student, learn how to work more efficiently with RFEM. In the training, we discuss the essential modeling functions and workflows using practical examples. Live Q&A with the instructor is possible during the course.

Time Schedule
-
Introduction
-
Introductory example: concrete beam (definition of design properties, analysis, results of finite element analysis and design)
-
Design of a concrete slab

Notes

The online training requires a fast and reliable internet connection.

After completing the training, you will receive a certificate. Also, the models presented in the training, the video recording and documents will be available for download on our website. This allows you to go through and understand the training step by step.

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.

Links
Downloads
Presentation Slides to Online Training "RFEM 6 | Students | Introduction to Reinforced Concrete Design" (PDF)
778.76 KB
  • Mia: AI Assistant
  • Latest Online Training
Events
Videos
Models to Download
Knowledge Base Articles
KB 001838 | Design of Ribs, Folded Plate Structures, and Surfaces Using Result Members
If, for example, you want to use a pure surface model for determining the internal forces, but still want to design a structural component on the member model, you can do so using the result beam.
Illustration of a method for performing stability analysis according to DIN EN 1992-1-1 in RFEM 6
For reinforced concrete components and structures with structural behavior considerably influenced by the effects of the second-order analysis, Eurocode 2 provides the general method based on a nonlinear determination of internal forces according to the second-order analysis (5.8.6), as well as the approximation method based on the nominal curvature (5.8.8).

The aim of this technical article is to perform a design according to the general design method of Eurocode 2, using the example of a slender reinforced concrete column.
Modell eines Stahlbetonbalkens, der durch Kriechen und Schwinden beeinflusst wird
This technical article addresses the direct deformation analysis of reinforced concrete beams considering the long-term effects of creep and shrinkage. The direct calculation according to Eurocode 2 (EN 1992-1-1, Section 7.4.3) is explained using a single-span beam. Particular emphasis is placed on tension stiffening, behavior in the cracked state based on the distribution factor (damage parameter), and consideration of shrinkage and creep behavior.
Illustration of equivalent lateral force method for seismic analysis in structural engineering
This article provides a comprehensive overview of essential seismic analysis methods, explaining their principles and applications, as well as the scenarios in which they are most effective
Screenshots
Product Features
Material model Anisotropic | Damage, nonlinear behavior, concrete and reinforced concrete

The "Nonlinear Material Behavior" add-on includes the Anistropic | Damage material model for concrete structural components. This material model allows you to consider concrete damage for members, surfaces, and solids.

You can define an individual stress-strain diagram via a table, use the parametric input to generate the stress-strain diagram, or use the predefined parameters from the standards. Furthermore, it is possible to consider the tension stiffening effect.

For the reinforcement, both nonlinear material models "Isotropic | Plastic (Members)" and "Isotropic | Nonlinear Elastic (Members)" are available.

It is possible to consider the long-term effects due to creep and shrinkage using the "Static Analysis | Creep & Shrinkage (Linear)" analysis type that has been recently released. Creep is taken into account by stretching the stress-strain diagram of the concrete using the factor (1+phi), and shrinkage is taken into account as the pre-strain of the concrete. More detailed time step analyses are possible using the "Time-Dependent Analysis (TDA)" add-on.

Feature 002918 | Determination of Required Longitudinal Reinforcement for Direct Crack Analysis

In the Concrete Design add-on, you can determine the required longitudinal reinforcement for the direct crack width analysis (w k).

Feature 002920 | Automatic Function of Longitudinal Reinforcement for Members

For the design of reinforced concrete members, there is the option to automatically determine the number or diameter of rebars.

Feature 002876 | Reinforcement Results in Tables by Design Situation

For concrete design, you can display the reinforcement results in tables separately by design situation.

Frequently Asked Questions (FAQ)
In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?

How can I check the determination of the required reinforcement?
I have created a model in which the ceiling slab is lined with ribs. When I assign a Rib member type to the boundary line of the surface and align it to the bottom edge of the surface, the boundary line is automatically pulled towards the center of gravity of the rib, that is, downwards under the slab. Is there a way to change this so that my lines still appear at the edge of the surface?
Is it possible to view the tangential and radial analysis results and reinforcement requirements rather than orthogonal for a circular slab?
How can I perform member design by case for different settings in the design configuration?
Why do I only obtain the total reinforcement in the Results navigator under "Required Reinforcement", and no result for the top and bottom reinforcements separately?
Customer Projects
Recommended Products for You
Display Product Family