High-Rise Building
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High-rise building
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Local Buckling of Flexural Members per ADM 2020 in RFEM 6
This article discusses the options available for determining the nominal flexural strength, Mnlb for the limit state of local buckling when designing according to the 2020 Aluminum Design Manual.
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How do I apply the ASCE 7 Orthogonal Directional Combination procedure (100% + 30% rule) to my seismic load in a static analysis?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- Why the eHORA map of Austria gives different snow loads than your Geo-Zone tool?
- How can I consider various wind profiles for various wind directions?
- How can I carry out case-related design for different load situations?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?