Why does the eHORA map of Austria give different snow loads than your Geo-Zone tool?
eHORA Geo zones ÖNORM B 1991-1-3:2022-05 Snow load map Characteristic snow load
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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?
- 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?