Author(s): | Fingerloos, F. |
Title: | |
Abstract: | Der neue Eurocode 2: “Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken - Teil 1-1: Allgemeine Bemessungsregeln und Regeln für den Hochbau” (EC2-1-1) mit seinem Nationalen Anhang ist nach einer ausführlichen Erprobungsphase bereit zur bauaufsichtlichen Einführung in Deutschland. In mehreren Beiträgen sollen Erläuterungen und Hintergründe zu einigen Regelungen im Eurocode 2 und zu den Entscheidungen für Regeln im Nationalen Anhang vorgestellt werden, die entweder zu Änderungen gegenüber DIN 1045-1 oder zu Abweichungen vom Eurocode 2 führten. Der Teil 3 enthält Erläuterungen zur Begrenzung der Spannungen, Rissbreiten und Verformungen. The Eurocode 2 for Germany - Explanations and Backgrounds Part 3: Limitation of Stresses, Cracks and Deformations The 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. |
Source: | Beton- und Stahlbetonbau 105 (2010), No. 8 |
Page/s: | 486-495 |
Language of Publication: | German |
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