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STRUCTURAL DESIGN OF BURIED PIPELINES UNDER VARIOUS CONDITIONS OF LOADING - PART 1: GENERAL REQUIREMENTS
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Available format(s): Hardcopy, PDF
Superseded date: 22-04-2019
Language(s): English
Published date: 01-01-1998
Publisher: British Standards Institution
ForewordIntroduction1 Scope2 Normative references3 Definitions 3.1 Installation terms 3.2 Design terms4 Requirements5 Basis of design procedures 5.1 General 5.2 External loads 5.3 Limit states 5.4 Longitudinal effects6 Additional considerations for pressure pipelines 6.1 General 6.2 Stresses and strains resulting from simultaneous loads 6.3 Effect of pressure on deformation 6.4 Buckling of pressure pipes 6.5 Thrusts and longitudinal stresses7 Influence of construction procedures 7.1 General 7.2 Trenching procedures 7.3 Pipe bedding 7.4 Filling procedures8 Design philosophies and factors of safetyAnnexesA (informative) - Pipe definition according to cross-sectional behaviourB (informative) - Nationally established methods of design B.1 Identification of methods and addresses where they are available B.1.1 Austria B.1.2 Belgium B.1.3 Denmark B.1.4 Finland B.1.5 France B.1.6 Germany B.1.7 Netherlands B.1.8 Norway B.1.9 Spain B.1.10 Sweden B.1.11 Switzerland B.1.12 United Kingdom B.2 Description of methods B.2.1 Austria B.2.2 Belgium B.2.3 Denmark B.2.4 Finland B.2.5 France B.2.6 Germany B.2.7 Netherlands B.2.8 Norway B.2.9 Spain B.2.10 Sweden B.2.11 Switzerland B.2.12 United KingdomNational annex A (informative) - Calculation procedure for UK established method
Describes the requirements for the structural design of water supply pipelines, drains and sewers, and other water industry pipelines, whether operating at atmospheric, greater or lesser pressure.
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