1089x
002373
2021-02-26

KB 000612 | Considering Joint Slip in Parametric Timber Cross-Sections

In timber design, beams are often built up of several timber elements. The individual elements can be connected by glue, nails, bolts, or dowels. A glued connection is to be assumed as rigid. In the case of dowel‑type fasteners, the joint is compliant (slip joint) and the cross‑section properties of the connected elements cannot be fully applied.


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