We provide hints and tips to help you get started with the RFEM program.
Eccentric Member Loads in RFEM 6
Video
First Steps with RFEM
Description
This video shows the possibility of applying the loading of members eccentrically to cross-sections. Especially the differences between the load at the center of gravity or the shear center in a channel section.
Keywords
RFEM6 Loads Member Steel Steel member Eccentric load Cross-section FEM software FEA software Finite element software Construction Civil engineering Structural engineer Structural design Structural designer Structural analysis RFEM 6 RSTAB 9 Dlubal Software
Write Comment...
Write Comment...
Contact Us
Do you have any questions about our products or which are best suited for your design projects? Contact us via phone, email, or chat or find suggested solutions and useful tips on our FAQ page available 24/7.
New
Consideration of Shear Stiffness for a Cross-Section Calculation in RFEM 6
This article shows you the internal forces and displacements of a continuous beam calculated both with and without consideration of shear stiffness.
-
How do I apply the ASCE 7 Orthogonal Directional Combination procedure (100% + 30% rule) to my seismic load in a static analysis?
- Why the eHORA map of Austria gives different snow loads than your Geo-Zone tool?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- How do I define effective lengths when designing steel members in RFEM 6?
- I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?
- Where can find the option to hide the defined types (for example, design supports or effective lengths)?
- How do I create a user-defined Design Situation with my own chosen load combinations?
- I cannot analyze a UPN cross-section subjected to double bending in the program. Is it possible to do this in the program?
- How do I perform stability analysis to determine the critical load factor in RFEM 6?
- How can I optimize cross-sections within the steel design?
- Why the eHORA map of Austria gives different snow loads than your Geo-Zone tool?
Social Networks
Frequently Visited Pages