AS 5100.6-2004 Bridge design. Steel and composite construction
- Abbreviation
- AS 5100.6-2004
- Valid from
- 23/04/2004
- Information provider
- Intertek Inform,
- Author
- Standards Australia
- Information type
- Australian Standard,
- Format
- PDF, HARD COPY,
Description
This Standard sets out minimum requirements for the design of the structural steelwork in bridges. Wrought and cast iron structures may be checked in accordance with this Standard, using the appropriate material properties and capacity reduction factors.
In addition, this Standard applies to the design of other steel components of bridges including steel piers, steel railings and sign structures.
Scope
In the design of composite steel and concrete members, the general requirements of AS 5100.5 pertaining to the design of concrete shall apply, where relevant, in addition to the requirements of this Standard.
This Standard does not cover the steelwork of the following structures, members and materials:
- Bridges with orthotropic plate decks.
- Cold-formed members other than those complying with AS 1163.
- Steel members for which the value of yield stress (fy) used in design exceeds450 MPa.
- Steel elements, other than packers, less than 3 mm thick.
This resource is cited by:
AS 5100.6-2004 Bridge design. Steel and composite construction
This document is CITED BY:
-
AS/NZS 3678:2016
AS 5100.6-2004 is cited by AS/NZS 3678:2016 Structural steel - Hot-rolled plates, floorplates and slabs
-
AS/NZS 3679.1:2016
AS 5100.6-2004 is cited by AS/NZS 3679.1:2016 Structural steel - Part 1: Hot-rolled bars and sections
-
AS/NZS 3679.2:2016
AS 5100.6-2004 is cited by AS/NZS 3679.2:2016 Structural steel - Part 2: Welded I-sections
-
AS/NZS 5131:2016
AS 5100.6-2004 is cited by AS/NZS 5131:2016 Structural steelwork - Fabrication and erection