We provide hints and tips to help you get started with the RFEM program.
Top 5 Reasons for Dlubal Software
Video
First Steps with RFEM
Description
Welcome to Dlubal,
Who we are and why it is worth using our products and services, we show you with our TOP 5 reasons for Dlubal Software.
Content:
00:00 Innovative and powerful software
01:56 Professional and reliable support
02:20 Numerous webinars and interactive online training
02:56 Valuable and free content on our website
04:35 International and motivated team
Keywords
Support Civil engineer Structural analysis software Analysis software FEM software structural frame and truss analysis software Konstruktiver Ingenieurbau Civil engineering
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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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Structural Analysis Models for Download
Download numerous structural models (for example, RFEM, RSTAB, or RWIND files) to utilize them for training purposes or for your projects.
Frequently Asked Questions (FAQ)
- I would like to test the "XY" add-on module. Could you please send me a trial version?
- I would like to get the individual presentation of a program. What should I do?
- What is the difference between network and single-user licenses?
- I would like to calculate and design "temporary structures." What do I need for this?
- Which programs can I use to calculate and design power plants?
- What is the best way to consider steel fiber reinforced concrete with the structural analysis program RFEM?
- I would expect the results from my load combination (CO) set to a linear analysis to equal the summation of the results from my load cases (LC) also set to a linear analysis. Why do the results not match?
- Are the Dlubal Software programs suitable for the analysis and design of hydraulic steel structures?
- How do I display the nodal displacements graphically?
- In connection with the calculation according to the large deformation analysis, I get significantly smaller deformations than for the calculation according to the linear static or second-order analysis. How is this possible?
