Chapter 5
Neue Entwicklungen in prEN 1993-1-8:2022
Thomas Ummenhofer,
Oliver Fleischer,
Diba Kopic,
Primož Može,
Thomas Ummenhofer
Search for more papers by this authorOliver Fleischer
Search for more papers by this authorDiba Kopic
Search for more papers by this authorPrimož Može
Search for more papers by this authorThomas Ummenhofer,
Oliver Fleischer,
Diba Kopic,
Primož Može,
Thomas Ummenhofer
Search for more papers by this authorOliver Fleischer
Search for more papers by this authorDiba Kopic
Search for more papers by this authorPrimož Može
Search for more papers by this authorBook Editor(s):Prof. Dr.-Ing. Ulrike Kuhlmann,
Prof. Dr.-Ing. Ulrike Kuhlmann
Search for more papers by this authorSummary
Die wichtigsten Änderungen, die im Eurocode 3: Bemessung und Konstruktion von Stahlbauten – Teil 1-8: Bemessung von Anschlüssen vorgenommen wurden, sind:
- Erweiterung des Anwendungsbereichs auf Stahlsorten bis S700
- Änderungen bei der Bemessung von Bolzenverbindungen
- Erweiterung des Nachweiskatalogs um die Bemessung und Konstruktion von Schraubenanschlüssen in Gewindelöchern
- Überarbeitung und Erweiterung der Bemessung von Schweißnähten für Stahlsorten höher als S460 bis S700
- Erweiterung der Nachweismöglichkeiten um die Bemessung und Konstruktion von Stützenfüßen mit Anschlüssen zwischen Stahl und Beton
- Einführung eines Bemessungsansatzes zur Berechnung der Schraubenlochaufweitung bei Lochleibung
- Überarbeitung der Vorgaben für den Tragfähigkeitsnachweis von Verbindungsmittelgruppen mit Lochleibungs- und Scherbeanspruchung
- Überarbeitung der Anforderungen für die Bewertung des Bemessungswiderstands und Steifigkeitskoeffizienten für die Komponente Stützensteg mit Scherbeanspruchung
- Überarbeitung der Bemessungstabellen für Anschlüsse mit Hohlprofilquerschnitten.
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