We provide hints and tips to help you get started with the RFEM program.
Webinar: Analysing Timber Connections by Using RFEM and RSTAB
Video
First Steps with RFEM
Description
Content:
- Features of the Add-on Module RF-JOINTS Timber - Steel to Timber
- Modeling a lattice girder of timber with the generator in RFEM
- Designing the relevant connections of the truss girder (indirect connections by means of steel plates and dowels as fasteners) in RF-JOINTS Timber - Steel to Timber
Keywords
Dlubal Webinar Structural Analysis Structural Analysis Software Dynamic Dynamic Analysis Design EC Eurocode Eurocodes BIM Building Information Modeling CAD FEA FEM Finite Elements Wood Structure Wood Webinar about Dlubal Software Webinar Dlubal Tutorial
Write Comment...
Write Comment...
Contact Us
Do you have any questions about our products or which are best suited for your design projects? Contact us via phone, email, or chat or find suggested solutions and useful tips on our FAQ page available 24/7.
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.
-
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?
-
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?
Social Networks
Frequently Visited Pages
- Why the eHORA map of Austria gives different snow loads than your Geo-Zone tool?
