Pavilion
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Description
FAQ 005156 | Load transfer surface RWIND
Parent Model
Model Used in
Keywords
Load transfer RWIND Load distribution Wind Load transfer Transfer
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- Views 299x
- Downloads 34x
- Updated 03/14/2022
- Number of Nodes 28
- Number of Lines 47
- Number of Members 38
- Number of Surfaces 16
- Number of Solids 0
- Number of Load Cases 6
- Number of Load Combinations 0
- Number of Result Combinations 0
- Total Weight 23,999 t
- Dimensions 25,46 x 13,12 x 25,85 feet
Disclaimer
New
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.
![Flowchart from [3]](/-/media/Images/website/img/000001-010000/009801-009900/009802.png?la=en-US&mlid=5DB97CF3B53B4DCFB67E29E7B20BBEB7&hash=09B8E8FDD55988605B4D0F8DF3E6F1651BD0060D)
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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 carry out case-related design for different load situations?
- How can I modify the lamella thickness for a glulam section in RFEM 6?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
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I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?
- Where can find the option to hide the defined types (for example, design supports or effective lengths)?
- How do I create a user-defined Design Situation with my own chosen load combinations?
- How can I neglect torsion in the steel and timber design?
- How do I perform stability analysis to determine the critical load factor in RFEM 6?
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- Why the eHORA map of Austria gives different snow loads than your Geo-Zone tool?
