Strength of Weld-Affected Zone for Aluminum
Keywords
Aluminum connection Weld Weld strength Weld-affected zone User-defined material
Write Comment...
Write Comment...
Contact Us
Unable to find the answer to your question? Contact us via phone, email, chat or forum or send us your question directly through our online form.
Submit Individual Question
New
Member Transverse Stiffeners in RFEM 6 and RSTAB 9
This article shows you how to define different types of member transverse stiffeners in RFEM 6 and RSTAB 9. It also shows you how to consider them in the design as well as the calculation of members with 7 degrees of freedom.

Aluminum Design | Tension Design Considering Reduced Cross-Sectional Area (such as Hole Weakening)
When connecting tension-loaded components with bolted connections, it is absolutely necessary to consider the cross-section reduction due to the bolt holes in the ultimate limit state design. The Aluminum Design add-on facilitates this procedure by entering a member local section reduction.
- My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?
- In the case of stairs with a complicated geometry, it is often difficult to design welds by using the analytical methods. How can I do this with RFEM?
- How can I carry out case-related design for different load situations?
- 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 a member as a cantilever and not as supported at both ends for serviceability or deflection design?
- How do I create a user-defined Design Situation with my own chosen load combinations?
- Where can I find the materials for the corresponding National Annexes in RFEM 6 and RSTAB 9?
- How do I apply load on members that are non coplanar in RFEM 6?
- 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?