We provide hints and tips to help you get started with the basic program RFEM.
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
Write Comment...
Write Comment...
Contact us
Do you have any questions about our products or need advice on selecting the products needed for your projects?
Contact us via our free e-mail, chat, or forum support or find various suggested solutions and useful tips on our FAQ page.
New
Parametrization of Rolled Cross-Sections
Rolled sections, the most common cross‑section type in RFEM and RSTAB, can also have user‑defined parameters.
- How do I apply wind load on members of open structures?
- Is it also possible to use RF‑/TOWER Loading without the other TOWER add-on modules?
- I do not want to design a cross-section in the RF‑/STEEL EC3 add-on module. Can I quickly remove this cross-section from the selection?
- 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?
- I encountered a sharing violation while importing a dxf file into SHAPE-THIN. What is the issue?
- 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?
- 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?
