1 Scope
2 Normative references
3 Terms and definitions
4 Symbols
5 General information needed for structural analysis of
  a load bearing tower made in prefabricated components
6 Analysis methods for the design resistance of a tower
  6.1 Cases to be analysed
  6.2 Curve to be established for case 1a
  6.3 Examination methods
  6.4 Detail tests and global tests
7 The result for the calculated and experimental results
  shall be such that no calculated value is greater than
  the corresponding experimental value. Documentation
  relating to the test
8 The test report shall be in accordance with clause 9 of
  EN 12811-3:2002. Documentation to be provided
  8.1 General
  8.2 Information for the user
  8.3 Information for the falsework designer
Annex A (informative) Procedure for analysis by first order
        theory of a fully triangulated load bearing tower
        A.1 Example chosen
        A.2 Determination of the buckling load, F[cr] for one
            face of the tower
        A.3 Structural analysis by first order theory
Annex B (normative) Global test procedure
        B.1 Introduction
        B.2 Apparatus
        B.3 Choice of components
        B.4 Assembly of test tower
        B.5 Test procedure
        B.6 Data to be recorded
        B.7 Additional requirements when a horizontal load
            is also applied