Surface Type Error
Building model Load transfer Rigid diaphragm Error message Building story Incompatible Surface type
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
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.
- How can I model a rib element 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?
- My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?