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Bridge design Design loads

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Published date

31-03-2017

Publisher

Standards Australia

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Provides minimum design loads, forces and load effects for road, rail, pedestrian and cyclist path bridges, and other associated structures.

This Standard sets out minimum design loads, forces and load effects for road, rail, pedestrian and cyclist path bridges, and other associated structures.

Committee	BD-090
DocumentType	Standard
ISBN	978 1 76035 715 3
Pages	126
ProductNote	Also numbered as AP-G51.2-17.
PublisherName	Standards Australia
Status	Current
Supersedes	AS 5100.2-2004 AMDT 1 AS 5100.2-2004 DR AS 5100.2:2016

First published as HB 77.2—1996.Revised and redesignated as AS 5100.2—2004.Second edition 2017. First published as HB 77.2-1996. Revised and redesignated as AS 5100.2-2004. Second edition 2017. Reissued incorporating Amendment No. 1 (August 2017).

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AS/NZS 5100.6:2017	Bridge design Steel and composite construction
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AS 1170.4-2007	Structural design actions Earthquake actions in Australia (Reconfirmed 2018)
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AS 5100.4:2017	Bridge design Bearings and deck joints
AS 5100.1:2017	Bridge design Scope and general principles
AS 5100.9:2017	Bridge design Timber
AS 5100.5:2017	Bridge design Concrete
AS/RISSB 7508 : 2017	Track Forces and Stresses
AS 1530.4:2014	Methods for fire tests on building materials, components and structures Fire-resistance tests for elements of construction

AS 5100.9:2017	Bridge design Timber
AS 5100.7:2017	Bridge design Bridge assessment
AS 3700:2018	Masonry Structures
AS 5100.4:2017	Bridge design Bearings and deck joints
AS 5100.8:2017	Bridge design Rehabilitation and strengthening of existing bridges
AS 5100.5:2017	Bridge design Concrete
AS 5100.1:2017	Bridge design Scope and general principles
AS 1012.14:2018	Methods of testing concrete Method for securing and testing cores from hardened concrete for compressive strength and mass per unit volume
AS 5100.3:2017	Bridge design Foundation and soil-supporting structures
AS/NZS 5100.6:2017	Bridge design Steel and composite construction

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AS 5100.2:2017

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