We provide hints and tips to help you get started with the basic program RFEM.
Invitation to Online Training "Reinforced Concrete | Eurocode 2"
Video
First Steps with RFEM
Description
We would like to invite you to our online training "Reinforced Concrete | Eurocode 2."
A reliable internet connection is required to participate. Basic knowledge of RSTAB or RFEM is also expected.
During the training, each participant can ask questions at any time using the chat option.
After the event, each participant will receive the models, video recordings, and materials presented in the training for download. This way, the participant can go through and understand the training step by step on the models.
After completing the training, each participant will receive a certificate.
Keywords
Event Invitation Online training Reinforced concrete structures Eurocode 2
Links
- List of Online Training Sessions "Reinforced Concrete Structures | Eurocode 2"
- Structural Engineering Software for Reinforced Concrete Structures
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Design of Concrete Columns Subjected to Axial Compression with RF-CONCRETE Members
This article deals with rectilinear elements of which the cross-section is subjected to axial compressive force. The purpose of this article is to show how very many parameters defined in the Eurocodes for concrete column calculation are considered in the RFEM structural analysis software.
- I have a roof structure resting on a steel column that runs to the foundations. The column runs through a perimeter wall that supports the false ceiling. A considerable part of the load from the roof is transferred to the wall. I want the steel column to carry all the vertical loads from the roof. How can I do it?
- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
- 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?
- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- 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?
- Does the program check the lap length of the vertical stirrups of a block foundation with smooth bucket sides?
- 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 seems to be plausible.
- Is there a possibility in RFEM to define a global polar grid with the origin lies in the global zero point, for example, and which applies to several surfaces?
- When comparing RF‑CONCRETE Columns with another design software, I get different results. How to explain the differences?
- Is it possible to perform design without an additional reinforcement in RF‑CONCRETE Surfaces?
