UNI EN 1295-1 : 1999

Foreword
0 Introduction
1 Scope
2 Normative references
3 Definitions
3.1 Installation terms
3.2 Design terms
4 Requirements
5 Basis of design procedures
5.1 General
5.2 External loads
5.3 Limit states
5.4 Longitudinal effects
6 Additional considerations for pressure pipelines
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 stresses
7 Influence of construction procedures
7.1 General
7.2 Trenching procedures
7.3 Pipe bedding
7.4 Filling procedures
8 Design philosophies and factors of safety
Annexes
A (informative) Pipe definition according to
        cross-sectional behaviour
B (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 Kingdom

Specifies 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.