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CP 001247 | Study of Device for Hanging and Mounting AOD Retort
First Steps with RFEM
An 80-tonne steel structure subjected to high thermal and mechanical stresses, had an obsolete fastening system that no longer met the current ergonomic requirements. The study of a new fastening system was based on the specifications requiring significant ergonomic improvement, a resistance to certified stresses, limited space requirements and cost, as well as ease of implementation and operation.
Dlubal Customer Project Steel structure RFEM 5 Retort RFEM 6 Customer Project Project with Dlubal Software Dlubal Practical Example
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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.
- 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?
- 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?