KB 000787 | Considering Elastic Slip Modulus of Timber Connection

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Description

If a timber connection is designed as shown in Figure 01, the torsional spring stiffness resulting from the connection can be considered. This can be determined by using the modulus of displacement of the fastener and the polar moment of inertia of the connection, neglecting the area of the fastener.

Keywords

Dlubal Knowledge Base flexibility Rotational spring stiffness Slip Modulus Dlubal KB Knowledge Base Technical Contribution

Reference

[1]   Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings; EN 1995-1-1:2010-12
[2]   National Annex - Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings; DIN EN 1995-1-1/NA:2013-08
[3]   Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings - Consolidated version with national specifications, national comments and national supplements for the implementation of OENORM EN 1995-1-1, ÖNORM B 1995-1-1:2015-06-15

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  • Updated 07/22/2021

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