Exclude Lateral Torsional Buckling Check
Keywords
Effective lengths Lateral torsional buckling AISC CSA Steel design Aluminum Design
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
CSA S16:19 Stability Considerations and the New Annex O.2
The CSA S16:19 Stability Effects in Elastic Analysis method in Annex O.2 is an alternative option to the Simplified Stability Analysis Method in Clause 8.4.3. This article will describe the requirements of Annex O.2 and application in RFEM 6.
- The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
- 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?