ASCE 7 Orthogonal Directional Combination Procedure
Keywords
ASCE 7 load combination Load combination Seismic load Orthogonal combination 100/30 rule
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Generation of Snow Loads in RFEM 6 According to ASCE/SEI 7-16 and EN 1991-1-3
The effects due to snow load are described in the American standard ASCE/SEI 7-16 and in Eurocode 1, Parts 1 through 3. These standards are implemented in the new RFEM 6 program and the Snow Load Wizard, which serves to facilitate the application of snow loads. In addition to this, the most recent generation of the program allows the construction site to be specified on a digital map, thus allowing the snow load zone to be imported automatically. These data are, in turn, used by the Load Wizard to simulate the effects due to the snow load.
- 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?
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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?
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How can I efficiently define line hinges on several surfaces?
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- How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
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