We provide hints and tips to help you get started with the basic program RFEM.
KB 000756 | Targeted display of results in RF-/FOUNDATION Pro
Video
First Steps with RFEM
Description
In RF‑/FOUNDATION Pro, you now have the option to design a foundation at one or several nodes of the model.
Keywords
Dlubal Knowledge Base Foundation Bending design Result table Results dialog box Result nodes Pad footing Bucket Ground failure Position security Lateral buckling Eccentric loading Settlement Dlubal KB Knowledge Base Technical Contribution
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Targeted display of results in RF-/FOUNDATION Pro
In RF‑/FOUNDATION Pro, you now have the option to design a foundation at one or several nodes of the model.
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.
- 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?
- 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?
- My aim is to mesh a circular hole plate in a mapped way. Is such a meshing possible in RFEM?
