Bemessungsdiagramme für den biegebeanspruchten Stab im Holzbau - Teil 1: Dachträger mit homogenem Stabquerschnitt
| Author(s): |
Thomas Moosbrugger
Harald Krenn Thomas Bogensperger |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Bautechnik, January 2015, n. 1, v. 92 |
| Page(s): | 18-27 |
| DOI: | 10.1002/bate.201300099 |
| Abstract: |
Design charts for a single spanned timber beam under bending - Part 1: Roof beam with a homogeneous rectangular beam cross-sectionIn the presented paper design charts for the preliminary design of components made of timber (determination of the required cross-sectional height) are shown. The charts are given as functions of several defined input parameters like loads, system geometry and material behavior. A generally valid statement, which kind of verification (ULS or SLS) reflects the relevant design situation for the design of a timber component is not possible. This may occur due to numerous influencing parameters. Currently no design charts for the efficient preliminary design according to ÖNORM EN 1995-1-1 [1] are available. |
| Keywords: |
glulam beam pre-design charts bending wood construction glued-laminated timber timber structure design charts URL check SLS check
|
| Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10071136 - Published on:
19/01/2015 - Last updated on:
03/02/2015
Structurae cooperates with
