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Author(s):	Schlundt, Andreas
Title:
Abstract:	Mit Veröffentlichung des Nationalen Anhangs zum Eurocode 6 Teil 1-2 im Juni 2013 liegen nunmehr auch alle Grundlagen für die heiße Bemessung von Mauerwerk nach dem Eurocode vor. Der Eurocode 6 kann damit in der Praxis vollumfänglich auf Grundlage der Gleichwertigkeitserklärung der Fachkommission Bautechnik angewendet werden. Trotz der Umstellung auf das europäische Konzept mit Einführung neu benannter Feuerwiderstandsklassen sind die bekannten Tabellen zur Ermittlung der Feuerwiderstandsdauer in Abhängigkeit der Wanddicke nahezu unverändert die maßgebenden Parameter auch bei der heißen Bemessung von Mauerwerk nach Eurocode 6. Die wenigen Änderungen und An-passungen an den aktuellen Stand der Technik werden nachfolgend dargestellt und erläutert. Structural fire design of masonry according to Eurocode 6. Publicating the National Annex to Eurocode 6 Part 1-2 in July 2013 all essentials of structural fire design of masonry due to Eurocode 6 are available now. In practice Eurocode 6 is now allowed to be used in full extent in accordance with the equivalent introduction of the Fachkommission Bautechnik. Despite the changes to the european concept with implementation of new fire resistance classifications the already known tables to determine the fire resistance class depending on the thickness of the wall are nearly unchanged the decisive parameters for structural fire design according to Eurocode 6 as well. In the following the few changes and conversions to the state of the art are illustrated and explained.
Source:	Mauerwerk 17 (2013), No. 5
Page/s:	317-320
Language of Publication:	German

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