BS 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
01-12-2004
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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.
| Committee |
B/514/26
|
| DevelopmentNote |
Supersedes 97/102976 DC. (12/2004)
|
| DocumentType |
Standard
|
| Pages |
22
|
| PublisherName |
British Standards Institution
|
| Status |
Current
|
| Supersedes |
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.
| 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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