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EN 1995-2:2026

Eurocode 5 - Design of timber structures - Part 2: Bridges

Edition date: 2026-03-18
In Force
Available languages: English, French
Summary: 1.1 Scope of EN 1995-2 (1) This document gives general design rules for the structural parts of bridges, i.e. structural members of importance for the reliability of the whole bridge or major parts of it, made of timber or other wood-based materials, either singly or compositely with concrete, steel or other materials. (2) Prestressed timber-concrete composite (TCC) members are not covered by this document. The design of stress-laminated timber decks used as part of a TCC system is covered. (3) Systems which rely on friction between wood and concrete are not covered by this document. 1.2 Assumptions (1) The assumptions of EN 1990 apply to this document. (2) It is assumed that the requirements for execution given in EN 1995 3 are complied with.

1.1 Domaine d'application de l'EN 1995-2 (1) Le présent document donne les règles générales de calcul des composants structuraux des ponts, par exemple les éléments porteurs conditionnant la fiabilité du pont ou de ses parties principales, qu'ils soient en bois ou autres matériaux à base de bois, utilisés isolément ou en association avec du béton, du métal ou tous autres matériaux. (2) Les éléments mixtes bois-béton (TCC) précontraints ne sont pas couverts par le présent document. Le calcul des tabliers en bois lamellé précontraint utilisés dans le cadre d'un système mixte bois-béton est couvert. (3) Les systèmes qui reposent sur le frottement entre le bois et le béton ne sont pas couverts par le présent document. 1.2 Hypothèses (1) Les hypothèses de l'EN 1990 s'appliquent au présent document. (2) Il est supposé que les exigences d'exécution données dans l'EN 1995 3 sont respectées.

1.1 Anwendungsbereich von EN 1995 2 (1) Dieses Dokument enthält Bemessungsregeln für die Tragwerksteile von Brücken, d. h. tragende Bauteile, die wichtig für die Zuverlässigkeit der gesamten oder Hauptteile der Brücke sind. Diese bestehen aus Holz oder anderen Holzwerkstoffen, gegebenenfalls im Verbund mit Beton, Stahl oder anderen Baustoffen. (2) Vorgespannte Holz-Beton-Verbund (HBV)-Bauteile werden in diesem Dokument nicht behandelt. Die Bemessung von als Teil eines HBV-Systems verwendeten Deckplatten aus zusammengespannten Holzlamellen ist abgedeckt. (3) Systeme, die sich auf die Reibung zwischen Holz und Beton stützen, werden in diesem Dokument nicht behandelt. 1.2 Voraussetzungen (1) Für dieses Dokument gelten die Voraussetzungen nach EN 1990 1. (2) Die Übereinstimmung mit den Anforderungen für die Ausführung nach EN 1995 3 wird vorausgesetzt.
ICS: 91.080.20-Timber structures, 91.010.30-Technical aspects
CTN: CEN/TC 250 - 6231

Modificaciones Normas

Es modificada por EN 1995-2:2026/prA1

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