CEN/TR 1295-2:2005

Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Additional details about established methods
Annex A (informative) Summary of Methods of different countries
  A.1 Austria
      A.1.1 General remarks
      A.1.2 Differences between "option 1" and ONORM B 5012
      A.1.3 Principles
  A.2 Belgium
      A.2.1 General
      A.2.2 Flowchart
      A.2.3 Design, equations, tables and charts, symbols and
             abbreviations
  A.3 Denmark
      A.3.1 General
      A.3.2 Charges
      A.3.3 Safety
      A.3.4 Partial safety factors
      A.3.5 Calculations
  A.4 France
      A.4.1 Scope
      A.4.2 Original features of the method
      A.4.3 Description
      A.4.4 Example of calculation
  A.5 Germany
      A.5.1 Introduction
      A.5.2 Types of soil
      A.5.3 Live loads
      A.5.4 Effects of the installation on the structural
             calculation
      A.5.5 Loading
      A.5.6 Load distribution
      A.5.7 Pressure distribution at pipe circumference
      A.5.8 Sectional forces, stresses, strains, deformations
      A.5.9 Dimensioning
  A.6 Netherlands
      A.6.1 General
      A.6.2 Earth load
      A.6.3 Evenly distributed surface load
      A.6.4 Traffic loads
      A.6.5 Heavy transport
      A.6.6 Loads form external and internal water pressure
      A.6.7 Thermal loading
      A.6.8 Moments and normal forces
      A.6.9 Calculation model for a concrete pipe
      A.6.10 Recommended design values
  A.7 Norway
      A.7.1 Types of loads
      A.7.2 Soil loads
      A.7.3 Self weight of pipe
      A.7.4 Weight of water
      A.7.5 Traffic load
      A.7.6 Load distribution and bedding reaction
      A.7.7 Safety analysis
      A.7.8 Structural design
  A.8 Sweden
      A.8.1 Design of buried plastic pipes
      A.8.2 Calculation method for rigid pipes
  A.9 United Kingdom
      A.9.1 General description
      A.9.2 Calculation procedures
      A.9.3 Rigid pipes
      A.9.4 Semi-rigid pipes
      A.9.5 Flexible pipes
Bibliography

In addition to EN 1295-1, this Technical Report gives additional guidance when compared with EN 1295-1 on the application of the nationally established methods of design declared by and used in CEN member countries at the time of preparation of this document (see informative Annex A).This Technical Report is an important source of design expertise, but it cannot include all possible special cases, in which extensions or restrictions to the basic design methods may apply.Since in practice precise details of types of soil and installation conditions are not always available at the design stage, the choice of design assumptions is left to the judgement of the engineer. In this connection the document can only provide general indications and advice.