I.S. EN 12813:2004
Current
The latest, up-to-date edition.
TEMPORARY WORKS EQUIPMENT - LOAD BEARING TOWERS OF PREFABRICATED COMPONENTS - PARTICULAR METHODS OF STRUCTURAL DESIGN
Hardcopy , PDF
English
01-01-2004
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
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
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