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Neue Biegeschlankheitsdiagramme für Balken und Unterzüge aus Stahlbeton nach EC2

Author(s):

Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 1, v. 111
Page(s): 20-31
DOI: 10.1002/best.201500044
Abstract:

New span to depth ratio diagrams for beams according to EC2

A 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
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/best.201500044.
  • About this
    data sheet
  • Reference-ID
    10072717
  • Published on:
    29/01/2016
  • Last updated on:
    29/01/2016
 
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