Neue Biegeschlankheitsdiagramme für Balken und Unterzüge aus Stahlbeton nach EC2
Author(s): |
Peter Göttlich
Dirk Fleckenstein |
---|---|
Medium: | journal article |
Language(s): | German |
Published in: | Beton- und Stahlbetonbau, January 2016, n. 1, v. 111 |
Page(s): | 20-31 |
DOI: | 10.1002/best.201500044 |
Abstract: |
New span to depth ratio diagrams for beams according to EC2A set of very compact and new span to depth ratio diagrams for simply supported and continuous beams was established on the basis of [1-3]. The span to depth ratios shown in the diagrams provide a simple method to establish the structural depth required for the indirect proof of the span to depth ratio requirements according to [4, 5]. The diagrams are based on the assumption that the loads acting on the chosen beam have been established through preliminary calculations of the adjacent slabs. The following article describes the development of the diagrams and gives examples for their practical application. |
Keywords: |
girder preliminary design bending deflection serviceability SLS GZG
|
Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10072717 - Published on:
29/01/2016 - Last updated on:
29/01/2016