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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Contact us via our free e-mail, chat, or forum support or find various suggested solutions and useful tips on our FAQ page.
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Using Modified Stiffnesses for Dynamic Calculations
In RFEM, it is possible to modify stiffnesses for materials, cross -sections, members, load cases, and load combinations in many places.
![External Pressure Coefficients, Cp, for Domed Roofs with a Circular Base (according to Figure 27.3-2 [1])](/-/media/Images/website/img/000001-010000/009001-009100/009063.png?la=en&mlid=212BADE826004E5F93E6ECC01B32C63F&hash=9A4B16505B657E18464D86D99BC6685EA3C256CA)
Material Model Orthotropic Masonry 2D
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.
- How can I create a curved or arched section?
- How are the signs for the release results of a line release and line hinges interpreted?
- Is it possible to manually specify a longitudinal reinforcement for design in RF‑PUNCH Pro?
- Can I simulate the cracked state of a concrete cross -section for a bending beam with the "Isotropic Nonlinear Elastic 1D" material model?
- Why is the deflection of the reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?
- I have a question about message no.47 in the RFEM program. What is the exact meaning of the word integrate? What is the resulting effect?
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If I do not specify any basic reinforcement in RF-CONCRETE Surfaces, I get the value X as additionally required reinforcement. If I enter this value X as the existing basic reinforcement, I correctly do not get any additional required reinforcement.
However, if I enter a lower value than the determined required total reinforcement as the basic reinforcement, the additionally required reinforcement is increased in such a way that the originally required reinforcement content is exceeded. Why? - Why does the RF-CONCRETE Surfaces add-on module not increase the amount of reinforcement until the SLS designs have a design ratio of 1.0?
- How can I get the member end forces to design the connections?
- How can I perform the design of the tension resistance of a smooth column in a smooth bucket column base, that is, the design against pulling out the column?
