Der Eurocode 2 für Deutschland - Erläuterungen und Hintergründe
| Author(s): |
F. Fingerloos
|
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Beton- und Stahlbetonbau, August 2010, n. 8, v. 105 |
| Page(s): | 486-495 |
| DOI: | 10.1002/best.201000039 |
| Abstract: |
The Eurocode 2 for Germany - Explanations and Backgrounds Part 3: Limitation of Stresses, Cracks and DeformationsThe new Eurocode 2 "Design of concrete structures - Part 1-1: General rules and rules for buildings" (EC2-1-1) and its National Annex has undergone a phase of detailed testing and is now ready for the implementation in Germany. In some articles should be given explanations and backgrounds of some rules in Eurocode 2 and of decisions for rules in the National Annex, which have been taken either to changes compared with DIN 1045-1 or to differences to Eurocode 2. Article 3 contains explanations for the limitation of stresses, cracks and deformations. |
| Keywords: |
crack limitation serviceability Eurocode 2
|
| Available from: | Refer to publisher |
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data sheet - Reference-ID
10058505 - Published on:
17/11/2010 - Last updated on:
13/08/2014
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