Improved Segmentation for Deformation Analysis
Product Feature
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Timber Member Compression Perpendicular to the Grain acc. to NDS 2018 and CSA O86:19
A standard scenario in timber member construction is the ability to connect smaller members by means of bearing on a larger girder member. Additionally, member end conditions may include a similar situation where the beam is bearing on a support type. In either scenario, the beam must be designed to consider the bearing capacity perpendicular to the grain according to the NDS 2018 (Sect. 3.10.2) and the CSA O86:19 (Clause 6.5.6 and 7.5.9). In the new generation RFEM 6 and Timber Design add-on, the added feature 'design supports' now allows users to comply with the NDS and CSA bearing perpendicular to the grain design checks.
- Where can find the option to hide the defined types (for example, design supports or effective lengths)?
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Why the eHORA map of Austria gives different snow loads than your Geo-Zone tool?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- 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?