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Norm

ÖNORM EN 1991-2

Issue date: 2012 03 01

Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges (consolidated version)

(1) EN 1991-2 defines imposed loads (models and representative values) associated with road traffic, pedestrian actions and rail traffic which include, when relevant, dyn...
Valid
§ Legal References
(1) EN 1991-2 defines imposed loads (models and representative values) associated with road traffic, pedestrian actions and rail traffic which include, when relevant, dynamic effects and centrifugal, braking and acceleration actions and actions for accidental design situations. (2) Imposed loads defined in EN 1991-2 are intended to be used for the design of new bridges, including piers, abutments, upstand walls, wing walls and flank walls etc., and their foundations. (3) The load models and values given in EN 1991-2 should be used for the design of retaining walls adjacent to roads and railway lines. NOTE For some models only, applicability conditions are defined in EN 1991-2. For the design of buried structures, retaining walls and tunnels, provisions other than those in EN 1990 to EN 1999 may be necessary. Possible complementary conditions may be defined in the National Annex or for the individual project. (4) EN 1991-2 is intended to be used in conjunction with EN 1990 (especially A2) and EN 1991 to EN 1999. (5) Section 1 gives definitions and symbols. (6) Section 2 defines loading principles for road bridges, footbridges (or cycle-track bridges) and railway bridges. (7) Section 3 is concerned with design situations and gives guidance on simultaneity of traffic load models and on combinations with non-traffic actions. (8) Section 4 defines: imposed loads (models and representative values) due to traffic actions on road bridges and their conditions of mutual combination and of combination with pedestrian and cycle traffic (see section 5); other actions specifically for the design of road bridges. (9) Section 5 defines: imposed loads (models and representative values) on footways, cycle tracks and footbridges ; other actions specifically for the design of footbridges. (10) Sections 4 and 5 also define loads transmitted to the structure by vehicle restraint systems and/or pede (...abbreviated)
ÖNORM EN 1991-2
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2004 08 01
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1996 08 01
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1996 08 01
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1995 09 01
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1995 03 01
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1994 04 01
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1984 12 01
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ÖNORM B 4202
1975 03 01
Road bridges; concrete (reinforced and plain) and masonry
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ÖNORM B 4002
1970 12 01
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ÖNORM B 4002
1964 11 01
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ÖNORM B 4203
1963 07 01
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1958 05 19
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1958 03 08
Berechnung und Ausführung der Tragwerke; Massivbau; Straßenbrücken
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1958 03 08
Berechnung und Ausführung der Tragwerke; allgemeine Grundlagen; Straßenbrücken
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1956 01 25
Berechnung und Ausführung der Tragwerke; allgemeine Grundlagen; Eisenbahnbrücken
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1954 08 07
Berechnung und Ausführung der Tragwerke; allgemeine Grundlagen; Straßenbrücken
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1948 11 16
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ÖNORM B 4002-2
1948 03 31
Berechnung und Ausführung der Tragwerke; allgemeine Grundlagen; Feldwegbrücken
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Verordnung
Verordnung des Bundesministers für Verkehr, Innovation und Technologie, mit der die Schifffahrtsanlagenverordnung und die Schiffstechnikverordnung geändert werden