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Model and Design Timber Structures in RFEM 6 and RSTAB 9
Video
First Steps with RFEM
Description
This webinar shows how to model and design timber structures in the structural analysis and design programs RFEM 6 and RSTAB 9
Time Schedule:
00:00 Introduction
04:50 Modeling of a hip rafter (including design properties) in RFEM 6
12:20 Tributary area, load input, load combinatorics
22:55 Design of the component according to Eurocode 5
40:27 Documentation in the printout report
52:10 Parameterization, blocks, scripting
Keywords
Dlubal Webinar Timber structures Timber design Eurocode 5 EC 5 Webinar on Dlubal Software Webinar Dlubal Tutorial Construction industry Civil engineering Structural engineer Structural Design structural engineer Structural analysis Structural Engineer Dlubal Software
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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.
- How can I neglect torsion in the steel and timber design?
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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?
- How can I efficiently define line hinges on several surfaces?
- Why cannot I define a rotation when defining layers?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- Why does the eHORA map of Austria give 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?
- How can I efficiently define line hinges on several surfaces?
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