We provide hints and tips to help you get started with the basic program RFEM.
Online Training | RFEM for Students | Part 3 | 15.06.2021
Video
First Steps with RFEM
Description
This free online training for students about RFEM shows important features and modeling options by using practical examples.
This recording was created on Tue, Jun 15, 2021.
Content:
00:00 Greeting
02:55 Modeling and Design of a flat Timber Truss
01:00:15 Modeling and Design of a Steel Hall
02:16:30 Design of a reinforced Concrete Building
02:46:00 Questions and Website
Keywords
Dlubal Online Training Timber Truss Girder Truss Girder Truss Structure Steel Hall 3D Hall Reinforced Concrete Design Reinforced Concrete Structure Online Training to Dlubal E-learning Dlubal crash course Dlubal Campus Dlubal Academy
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New
Parameterization of Rolled Cross-Sections
Rolled sections, the most common cross‑section type in RFEM and RSTAB, can also have user‑defined parameters.
New
Design of Concrete Columns Subjected to Axial Compression with RF-CONCRETE Columns
New
Design of Concrete Columns Subjected to Axial Compression with RF-CONCRETE Members
New
Selected Output of Eigenvalues, Including Buckling Analysis
New
Timber Beam-Column Design per NDS 2018 Using RF-/TIMBER AWC Module
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.
- 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 can I display membrane stresses in the results of RF‑STEEL Surfaces?
- How does the "Orthotropic Plastic" material model work in RFEM?
- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- How is the automatic creation of c/t-parts carried out?
- 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 design a set of members by using the equivalent member method in RF‑/STEEL EC3, but the calculation fails. The system is unstable, delivering the message "Non-designable - ER055) Zero value of the critical moment on the segment."What could be the reason?
- 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 whose origin lies, for example, in the global zero point and which applies to several surfaces?
