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BS EN 12813:2004

Current
Current

The latest, up-to-date edition.

Temporary works equipment. Load bearing towers of prefabricated components. Particular methods of structural design
Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

12-01-2004

Publisher

British Standards Institution

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

Describes methods for establishing structural data for stiffness and resistance by calculation supported by tests for load bearing towers made of prefabricated components of steel or aluminium alloy.

This European Standard describes methods for establishing structural data for stiffness and resistance by calculation supported by tests for load bearing towers made of prefabricated components of steel or aluminium alloy. The vertical load capacity is established, both with or without horizontal loads and with the top restrained or free. This European Standard specifies two methods of analysis, by first order theory, or by second order theory. NOTE For definitions and requirements relating to structures and materials of the structure, specifications and loads, see EN 12812. The European Standard is not intended for towers constructed with tubes and couplers: it is expected that they will be designed in accordance with EN 12812.

Committee
B/514/26
DevelopmentNote
Supersedes 97/102976 DC. (12/2004)
DocumentType
Standard
Pages
22
PublisherName
British Standards Institution
Status
Current
Supersedes

Standards Relationship
NF EN 12813 : 2004 Identical
I.S. EN 12813:2004 Identical
NEN EN 12813 : 2004 Identical
UNI EN 12813 : 2006 Identical
NS EN 12813 : 1ED 2004 Identical
DIN EN 12813:2004-09 Identical
SN EN 12813 : 2004 Identical
NBN EN 12813 : 2004 Identical
EN 12813:2004 Identical
UNE-EN 12813:2008 Identical

17/30349707 DC : DRAFT AUG 2017 BS 5975:2018 - CODE OF PRACTICE FOR TEMPORARY WORKS PROCEDURES AND THE PERMISSIBLE STRESS DESIGN OF FALSEWORK
BS 5975(2008) : 2008 CODE OF PRACTICE FOR TEMPORARY WORKS PROCEDURES AND THE PERMISSIBLE STRESS DESIGN OF FALSEWORK
BS 6187:2011 Code of practice for full and partial demolition
07/30163355 DC : 0 BS 1991-1-6 - UK NATIONAL ANNEX TO EUROCODE 1 - ACTIONS ON STRUCTURES - PART 1-6: GENERAL ACTIONS - ACTIONS DURING EXECUTION
07/30150912 DC : 0 BS 5975 - CODE OF PRACTICE FOR THE PROCEDURAL CONTROL OF TEMPORARY WORKS AND THE PERMISSIBLE STRESS DESIGN OF FALSEWORK
BS EN 1991-1-6 NA : 2005 UK NATIONAL ANNEX TO EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-6: GENERAL ACTIONS - ACTIONS DURING EXECUTION
11/30153572 DC : 0 BS 6187 - CODE OF PRACTICE FOR DEMOLITION AND PARTIAL DEMOLITION, INCLUDING FOR STRUCTURAL REFURBISHMENT

EN 12811-1:2003 Temporary works equipment - Part 1: Scaffolds - Performance requirements and general design
EN 12811-2:2004 Temporary works equipment - Part 2: Information on materials
EN 12812:2008 Falsework - Performance requirements and general design
EN 12811-3:2002 Temporary works equipment - Part 3: Load testing
EN 12810-2:2003 Façade scaffolds made of prefabricated components - Part 2: Particular methods of structural design
ENV 1999-1-1 : 1998 EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 1-1: GENERAL RULES - GENERAL RULES AND RULES FOR BUILDINGS
EN 12810-1:2003 Façade scaffolds made of prefabricated components - Part 1: Products specifications

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