KB 000694 | 'Simplified' Vibration Analysis for EC 5

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Description

With the RF-/TIMBER Pro add-on module, it is possible to perform the vibration analysis known from DIN 1052 for the design according to EN 1995-1-1. In this analysis, the deflection under permanent and quasi-permanent action at the ideal one‑span beam may not exceed a limit value (6 mm according to DIN 1052). If you consider the relationship between natural frequency and deflection for a hinged single -span beam loaded with a constant distributed load, the 6 mm result in a minimum natural frequency of about 7.2 Hz.

Keywords

Dlubal Knowledge Base Vibration verification Stiffness criterion Vibration velocity Vibration acceleration Natural frequency 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

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  • Updated 07/22/2021

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