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RFEM 5 Tutorial for Students | 016 Dynamics: Response Spectrum Analysis | Results
Video
First Steps with RFEM
Description
In this forth and final video, the results produced from running a response spectrum analysis calculation in the RF-DYNAM Pro - Equivalent Loads add-on module are shown and explained.
Keywords
Tutorial Video for Students Students Civil Engineering Structural Analysis Software Dynamic Analysis Natural Vibrations Response Spectrum Analysis E-learning Dlubal Crash Course Dlubal Campus Dlubal Academy
Links
- Part 1 | RFEM 5 Tutorial for Students | 013 Dynamics: Natural Vibrations | Input Data
- Part 2 | RFEM 5 Tutorial for Students | 014 Dynamics: Natural Vibrations | Results
- Part 3 | RFEM 5 Tutorial for Students | 015 Dynamics: Response Spectrum Analysis | Input Data
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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.
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 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?
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I have installed Halfen HDB 13.60 on my PC. The version does not seem to be compatible with RF-PUNCH Pro anymore. The interface does not work. I am using version 5.26.02 of RFEM.
