Modeling Downstand Beam in Timber Structures 3: Nonlinear Support Situation
In order to increase the stiffness of a ceiling structure in case of renovation, visible downstand beams are used that are not connected to the ceiling structure. Nonlinear line releases can be used to transfer only the compression forces. If there are tensile forces between the ceiling and the downstand beam, as shown in the figure, the downstand beam does not transfer the stiffness in the overall structure.
Author
Gerhard works in product engineering in the field of timber structures and also assists with customer support. He draws on his development experience to create practical and actionable solutions.
Links
- Modeling Downstand Beam in Timber Structures 1: Torsion
- Modeling Downstand Beam in Timber Structures 2: Shear Coupling
- Modeling Downstand Beam in Timber Structures 3: Nonlinear Support Situation
- Useful Tools for Fast Generation of Structures in RFEM
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