We provide hints and tips to help you get started with the RFEM program.
Consider Construction Stages in RFEM 6
Video
First Steps with RFEM
Description
This webinar shows how to use the structural analysis software RFEM 6 with its Construction Stages Analysis (CSA) add-on to consider the construction process of structures.
Time Schedule:
00:00 Introduction
03:10 Construction stages definition on the model
14:00 Construction stages definition on the load side
25:35 Design based on construction stages
31:20 Review of results and documentation
39:40 New features of the add-on Construction Stages Analysis (CSA)
Keywords
Dlubal Webinar Construction stage Construction process Webinar on Dlubal Software Webinar Dlubal Tutorial building engineering Civil engineering Structural engineer Structural Design Structural designer Structural analysis Structural Engineer Dlubal Software
Downloads
Links
- Product Description | Structural Analysis Software RFEM 6
- More About RSTAB 9
- Add-Ons for RFEM 6 and RSTAB 9
Write Comment...
Write Comment...
Contact
Do you have any questions about our products or which are best suited for your design projects? Contact us via phone, email, chat or forum or search the FAQ page, available 24/7.
New
Practical Applications using Python and RFEM 6 | 2D Truss Generator
This article looks at a practical use-case of programming a 2D Truss Generator GUI with Python.
-
The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
- My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?
- I received an error message “Surface of incompatible type... (Surface in upper plane of building story must be of ‘Load transfer’ type)” when running the calculation. What is the reason?
- How can I efficiently define line hinges on several surfaces?
- Why cannot I define a rotation when defining layers?
Social Networks
Frequently Visited Pages
- My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?
![Visualization of the sports hall (© [pfitzner moorkens] architects)](/-/media/Images/website/img/030001-040000/033901-034000/033955.jpg?la=en&mw=250&mlid=C813851CC4FC4B02A0F981BCED7150E6&hash=C6AC0D4B6BD3EDB2A94B6FAA4E89FB6E484F906C)
