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KB 001714 | Timber Beam-Column Design per NDS 2018 Using RF-/TIMBER AWC Module
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Description
In this article, the adequacy of a 2x4 dimension lumber subject to combined biaxial bending and axial compression is verified using the RF-/TIMBER AWC add-on module. The beam-column properties and loading are based on example E1.8 of AWC Structural Wood Design Examples 2015/2018.
Keywords
Dlubal Knowledge Base Design Timber Column NDS AWC Beam-Column Dlubal KB KNOWLEDGE BASE Technical article construction Civil engineering Structural engineer Structural Design structural engineer Structural analysis Structural Engineer RFEM 6 RSTAB 9 Dlubal Software
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Timber Beam-Column Design as per NDS 2018 Using RF-/TIMBER AWC Module
In this article, the adequacy of a 2x4 dimension lumber subject to combined biaxial bending and axial compression is verified using the RF-/TIMBER AWC add-on module. The beam-column properties and loading are based on example E1.8 of AWC Structural Wood Design Examples 2015/2018.
- How can I connect surfaces to other surfaces or members in a hinged/semi-rigid way? What are Line Hinges and Line Releases?
- How is the dimension for an equivalent round section calculated in the Timber Design add-on?
- The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
