BS EN 13377:2002
Current
The latest, up-to-date edition.
Prefabricated timber formwork beams. Requirements, classification and assessment
Hardcopy , PDF
English
05-12-2002
Foreword
Introduction
1 Scope
2 Normative references
3 Terms, definitions and symbols
4 Classification
5 Performance requirements
6 Prototype assessment
7 Evaluation of conformity
8 Ongoing production inspection
9 Marking
10 Instructions for use
Annex A (normative) Test and calculation methods to establish
structural parameters
Annex B (normative) Statistical analysis of test results for
the calculation of the characteristic value
Annex C (normative) Minimum requirements for production
control
Annex D (normative) Test procedures for beams with webs
conforming to 5.2.2.c
Annex E (informative) Values for use in calculation for site
use
Annex F (informative) Ongoing production inspection
Bibliography
Describes classification, requirements and assessment procedures for prefabricated timber formwork beams. It also gives information on production control requirements.
Committee |
B/514/26
|
DevelopmentNote |
Supersedes 98/109758 DC (12/2002)
|
DocumentType |
Standard
|
Pages |
32
|
PublisherName |
British Standards Institution
|
Status |
Current
|
Supersedes |
This European Standard specifies classification, requirements and assessment procedures for prefabricated timber formwork beams. It also gives information on production control requirements. Prefabricated timber formwork beams are intended for use in falsework and formwork and to be loaded in the direction of the beam depth. They are of glued I-shaped construction consisting of two identical flange members of solid timber connected by a single web of wood based material with beam depths of 160 mm, 200 mm and 240 mm, connected by or a lattice of solid timber members with a beam depth of 240 mm beam depth.
Standards | Relationship |
SN EN 13377 : 2002 | Identical |
NF EN 13377 : 2003 | Identical |
UNE-EN 13377:2002 | Identical |
NEN EN 13377 : 2002 | Identical |
EN 13377:2002 | Identical |
NBN EN 13377 : 2003 | Identical |
NS EN 13377 : 1ED 2002 | Identical |
UNI EN 13377 : 2003 | Identical |
DIN EN 13377:2002-11 | Identical |
I.S. EN 13377:2002 | 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 |
07/30150912 DC : 0 | BS 5975 - CODE OF PRACTICE FOR THE PROCEDURAL CONTROL OF TEMPORARY WORKS AND THE PERMISSIBLE STRESS DESIGN OF FALSEWORK |
EN 1194:1999 | Timber structures - Glued laminated timber - Strength classes and determination of characteristic values |
EN 319:1993 | Particleboards and fibreboards - Determination of tensile strength perpendicular to the plane of the board |
EN 310:1993 | Wood-based panels - Determination of modulus of elasticity in bending and of bending strength |
EN 636-2 : 1996 | PLYWOOD - SPECIFICATIONS - PART 2: REQUIREMENTS FOR PLYWOOD FOR USE IN HUMID CONDITIONS |
EN 636-3 : 1996 | PLYWOOD - SPECIFICATIONS - PART 3: REQUIREMENTS FOR PLYWOOD FOR USE IN EXTERIOR CONDITIONS |
EN 518 : 1995 | STRUCTURAL TIMBER - GRADING - REQUIREMENTS FOR VISUAL STRENGTH GRADING STANDARDS |
EN 317:1993 | Particleboards and fibreboards - Determination of swelling in thickness after immersion in water |
EN 519 : 1995 | STRUCTURAL TIMBER - GRADING - REQUIREMENTS FOR MACHINE STRENGTH GRADED TIMBER AND GRADING MACHINES |
EN 1058:2009 | Wood-based panels - Determination of characteristic 5-percentile values and characteristic mean values |
ISO 4470:1981 | Sawn timber — Determination of the average moisture content of a lot |
EN 301:2017 | Adhesives, phenolic and aminoplastic, for load-bearing timber structures - Classification and performance requirements |
EN 323:1993 | Wood-based panels - Determination of density |
EN 12369-1:2001 | Wood-based panels - Characteristic values for structural design - Part 1: OSB, particleboards and fibreboards |
EN 386:2001 | Glued laminated timber - Performance requirements and minimum production requirements |
EN 636-1 : 1996 | PLYWOOD - SPECIFICATIONS - PART 1: REQUIREMENTS FOR PLYWOOD FOR USE IN DRY CONDITIONS |
EN 408:2010+A1:2012 | Timber structures - Structural timber and glued laminated timber - Determination of some physical and mechanical properties |
EN 385:2001 | Finger jointed structural timber - Performance requirements and minimum production requirements |
EN 338:2016 | Structural timber - Strength classes |
EN 460:1994 | Durability of wood and wood-based products - Natural durability of solid wood - Guide to the durability requirements for wood to be used in hazard classes |
EN 387:2001 | Glued laminated timber - Large finger joints - Performance requirements and minimum production requirements |
EN 384:2016 | Structural timber - Determination of characteristic values of mechanical properties and density |
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