Aluminium Section
Model to Download
Description
This model is used in the free webinar 'Determination of Section Properties and Stress Analysis in RSECTION 1' on 18 August 2022 (in English; on 16 August in German).
Model Used in
- Event 002639 | Section Properties Determination and Stress Analysis in RSECTION 1
- Event 002699 | Section Property Determination and Stress Analysis in RSECTION 1
- Event 002699 | Section Property Determination and Stress Analysis in RSECTION 1
- Video 003557 | Section Properties Determination and Stress Analysis in RSECTION 1
- Video 003557 | Section Properties Determination and Stress Analysis in RSECTION 1
Keywords
Aluminium Stress analysis Section
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- 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?
- How can I efficiently define line hinges on several surfaces?
- How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
- How do I include the overstrength factor(s), Ωo in the ASCE 7 load combinations?
- My live load is less than or equal to 100 psf. How do I consider the reduced load factor in the ASCE 7 load combinations?
- How do I include the redundancy factor(s) ρ in the ASCE 7 load combinations?
- I do not see the seismic load cases in my generated ASCE 7 load combinations (COs). How do I add them?
- How do I create an imperfection based on a mode shape in RFEM 6?