NORME EUROPÉENNE ICS 79.040 English Version Structural Timber - Strength classes - Assignment of visual grades and species Bois de structure - Classes de résistance - Affectation des c
Trang 1BSI Standards Publication
Structural Timber — Strength classes — Assignment of visual grades and species
Trang 2National foreword
This British Standard is the UK implementation of EN 1912:2012, incorporating corrigendum August 2013 It supersedes
BS EN 1912:2004+A4:2010 which is withdrawn
The start and finish of text introduced or altered by corrigendum is indicated in the text by tags Text altered by CEN corrigendum August
2013 is indicated in the text by
The UK participation in its preparation was entrusted to Technical Committee B/518, Structural timber
A list of organizations represented on this committee can be obtained on request to its secretary
This publication does not purport to include all the necessaryprovisions of a contract Users are responsible for its correctapplication
© The British Standards Institution 2013 Published by BSI Standards Limited 2013
ISBN 978 0 580 84267 2ICS 79.040
Compliance with a British Standard cannot confer immunity from legal obligations.
This British Standard was published under the authority of theStandards Policy and Strategy Committee on 31 August 2012
Amendments/corrigenda issued since publication
30 September 2013 Implementation of CEN corrigendum August 2013
Trang 3NORME EUROPÉENNE
ICS 79.040
English Version
Structural Timber - Strength classes - Assignment of visual
grades and species
Bois de structure - Classes de résistance - Affectation des
classes visuelles et des essences
Bauholz für tragende Zwecke - Festigkeitsklassen - Zuordnung von visuellen Sortierklassen und Holzarten
This European Standard was approved by CEN on 9 March 2012
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member
This European Standard exists in three official versions (English, French, German) A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom
Incorporating corrigendum August 2013
Trang 4Contents Page
Foreword 3
1 Scope .4
2 Normative references .4
3 Terms and definitions 4
4 Symbols and abbreviations 4
5 Requirements .5
6 Assignments to strength classes 5
Annex A (informative) Grading standards 15
Bibliography 17
Trang 5Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights This document supersedes EN 1912:2004+A4:2010
This revised version contains assignments of additional grades and species
According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom
Trang 6EN 384, Structural timber — Determination of characteristic values of mechanical properties and density
EN 14081-1, Timber structures — Strength graded structural timber with rectangular cross section — Part 1:
General requirements
EN 14081-2, Timber structures — Strength graded structural timber with rectangular cross section — Part 2:
Machine grading; additional requirements for initial type testing
EN 14081-3, Timber structures — Strength graded structural timber with rectangular cross section — Part 3:
Machine grading; additional requirements for factory production control
EN 14081-4, Timber structures — Strength graded structural timber with rectangular cross section — Part 4:
Machine grading; grading machine settings for machine controlled systems
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply
Denmark, Finland, Iceland, Norway and Sweden
4 Symbols and abbreviations
CNE Europe Central, Northern and Eastern Europe
NNE Europe Northern and North Eastern Europe
NC Europe Northern and Central Europe
Trang 76 Assignments to strength classes
The timber grades, species and sources listed meet the requirements of the strength classes to which they are assigned in Table 1 and Table 2
Table 3 and Table 4 identify the botanical species for the commercial names listed in Table 1 and Table 2 NOTE 1 Timber graded by machine to EN 14081 may be graded directly to the strength classes and marked accordingly, and is therefore not referenced in this document
NOTE 2 For combinations of species and visual grades which meet the requirements of EN 14081 but are not listed in this standard, the assignment to strength classes can be made according to EN 338 using characteristic values determined in accordance with EN 384
The accepted assignments to strength classes given in this European Standard are based on initial type testing (ITT) and initial type calculation (ITC) The ITT and ITC documentation from the manufacturers has been evaluated by CEN/TC124/WG2/TG1 and the accepted values given in an ITT report This report is the basis for the attestation of conformity by the Notified Body conducting the certification of the producer’s factory production control (FPC) Further ITT reports may be used as documentation before the information they contain becomes available in an amendment or revision of this European Standard, EN 1912
Trang 8Table 1 — Assignment of grades of conifer and poplar species to strength classes
Species commercial name
Source Botanical
identification (see Table 3)
Spruce Pine Fir Larch
CNE Europe CNE Europe CNE Europe CNE Europe
countries
T3 T3 T3 T3
Pine (Redwood) Spruce (Whitewood) Fir
Larch
NNE Europe NNE Europe NNE Europe NNE Europe
47
22
1
15 Slovak
Republic
The
Netherlands
T3 T3 T3 T3
Pine (Redwood) Spruce (Whitewood) Fir
Larch
NNE Europe NNE Europe NNE Europe NNE Europe
47
22
1
15
ST-II ST-II ST-II ST-II
Spruce & Fir Douglas Fir Pines Poplar (see note 1) Larch
France France France France France
Spruce Pine Fir Larch
CNE Europe CNE Europe CNE Europe CNE Europe
22
47
1
15 Italy S2 & better
S2 & better
Corsican pine Spruce & fir
Italy Italy
39
1, 22 Nordic
countries
T2 T2 T2 T2 T2 &
better
Pine (Redwood) Spruce (Whitewood) Fir
Larch Sitka spruce
NNE Europe NNE Europe NNE Europe NNE Europe Denmark and Norway
Trang 9Species commercial name
Source Botanical
identification (see Table 3)
Spain Spain
49
44 Canada J&P Sel
J&P Sel J&P Sel
Douglas fir-Larch Hem-fir
S-P-F
USA & Canada USA & Canada USA & Canada
Douglas fir-Larch Hem-fir
S-P-F
USA & Canada USA & Canada USA & Canada
S-P-F Southern pine Caribbean pitch pine Larch
Brazil CNE Europe CNE Europe USA & Canada USA & Canada USA & Canada USA
Netherlands
T2 T2 T2 T2
Pine (Redwood) Spruce (Whitewood) Fir
Larch
NNE Europe NNE Europe NNE Europe NNE Europe
Douglas fir
Italy Italy
Spain Spain
47
39
Minimum thickness & width is 70mm
better No.1 &
better No.1 &
better
S-P-F Douglas Fir – Larch Hem-fir
Canada Canada Canada
3, 6, 23, 25, 26,
27, 32, 34, 45 18,54
2, 4, 5, 7, 8, 62
better S2
Trang 10Species commercial name
Source Botanical
identification (see Table 3)
Comments
ST-III ST-III
Poplar (see note 3) Larch
France France
50
15 Germany &
Austria and
Czech
Republic
S7, S7K S7, S7K
Norway spruce Scots pine
CNE Europe CNE Europe
Ireland Ireland
Italy Italy
15
1, 22 Nordic
countries
T1 T1 T1 T1 T1
Pine (Redwood) Spruce (Whitewood) Fir
Larch Sitka spruce
NNE Europe NNE Europe NNE Europe NNE Europe Denmark &
Radiata pine Maritime pine Laricio pine Scots pine
Spain Spain Spain Spain
British spruce Caribbean pitch pine
Southern pine
Canada Canada USA
UK
UK Caribbean USA
Pine (Redwood) Spruce (Whitewood) Fir
Larch
NNE Europe NNE Europe NNE Europe NNE Europe
Douglas Fir Fir
Larch
Germany &
Austria CNE Europe CNE Europe
Brazil CNE Europe CNE Europe
12
47
1, 22
Trang 11Species commercial name
Source Botanical
identification (see Table 3)
S-P-F Larch
USA & Canada USA & Canada USA & Canada
Douglas fir-Larch Douglas fir-Larch Hem-fir
Hem-fir S-P-F S-P-F
USA & Canada USA & Canada USA & Canada USA & Canada USA & Canada USA & Canada
SLF No.2 SLF No.1 SLF No.2 SLF No.1 SLF No.2
Douglas fir-Larch Douglas fir-Larch Hem-fir
Hem-fir S-P-F S-P-F
USA & Canada USA & Canada USA & Canada USA & Canada USA & Canada USA & Canada
British spruce British pine
Canada Canada USA
Ireland Ireland
28
22
Canada J&P No.1
J&P No.2 J&P No.1 J&P No.2 SLF No.1 SLF No.2 SLF No.1 SLF No.2
Sitka spruce Sitka spruce Western red cedar Western red cedar Sitka spruce Sitka spruce Western red cedar Western red cedar
Canada Canada Canada Canada Canada Canada Canada Canada
Trang 12Strength
Class
Grading rule publishing country
Grade (see Note 2)
Species commercial name
Source Botanical
identification (see Table 3)
Comments
Nordic countries
T0 T0 T0 T0 T0
Pine (Redwood) Spruce (Whitewood) Fir
Larch Sitka spruce
NNE Europe NNE Europe NNE Europe NNE Europe Denmark &
Pine (Redwood) Spruce (Whitewood) Fir
Larch
NNE Europe NNE Europe NNE Europe NNE Europe
47
22
1
15
NOTE 1 The assignments only apply to certain clones of poplar – see note under Table 3
NOTE 2 The grades listed in this table are specified in the grading standards given in Annex A
C14 France ST-IV Pines France 39, 47
Trang 13Table 2 — Assignment of grades of hardwood species to strength classes
Species commercial Name
identification (see Table 4)
South East Asia South East Asia
Balau/Bangkirai South East Asia 113, 114
Keruing Karri Opepe Merbau American white oak
South East Asia Western Australia West Africa, South East Asia USA
HS ST1 Gonfolo Alimiao French Guyana French Guyana 138
Maximum thickness
60 mm, maximum width
Trang 14D35 France HS ST1 Jaboty French Guyana 139
thickness
100 mm
NOTE The grades listed in this table are specified in the grading standards given in Annex A
LS10and better, LS10K and better
LS10 and better,
LS10K and better
LS10K and better
Trang 15Table 3 — Identification of conifer and poplar species
Botanical name Identification number Botanical name Identification number
Tsuga heterophylla Tsuga mertensiana
a For Populus (50) only the following clones apply:
Populus x euramericana cv “Robusta”,
Populus x euramericana cv “Dorskamp”,
Populus x euramericana cv “I 214” and
Populus x euramericana cv “I 4551”.
Trang 16Table 4 — Identification of hardwood species
number
Acer pseudoplatanus Castanea sativa Cylicodiscus gabunensis Harms
Dinizia excelsa Ducke Dipteryx odorata Willd Dicorynia guianensis Amsh Dipterocarpus spp Dryobalanops spp Erisma uncinatum Warm Erythrophleum ivorense A.Chev ;Erythrophleum suaveolens
Brenan Entandrophragma cylindricum Eucalyptus diversicolor Eucalyptus marginata Eucalyptus globulus Intsia bijuga Intsia palembanica Koompassia malaccensis Lophira alata Manikara bidentata Milicia excelsa Milicia regia Nauclea diderrichii Newtonia suaveolens Brenan Ocotea rodiaei
Shorea glauca Shorea maxwelliana Tectona grandis Tabebuia Spp Fagus sylvatica Quercus petraea Quercus robur Quercus alba Quercus rubra Qualea Spp: Ruizterania spp Fraxinus americana Fraxinus excelsior
Trang 17Annex A
(informative)
Grading standards
The requirements for the grades listed in Table 1 and Table 2 are given in the standards listed in Table A.1
Table A.1 — Grading standards Grading rule
publishing country
Austria S13, S13K
S10, S10K S7, S7K
Austrian Standard OENORM DIN 4074–1:2012 (sortiert als Kantholz) (graded as joist)
Sortierung von Holz nach der Tragfähigkeit,-Teil 1: Nadelschnittholz Canada J&P Sel
J&P No.1 J&P No.2 No.1 & better SLF Sel SLF No.1 SLF No.2
LF Const Stud
Canadian Standard NLGA: 2010 The National Grading Rule for Dimension Lumber (NGRDL)- (These grades are only acceptable when graded in combination with the export annex which gives the rules for compliance with EN 14081)
Czech Republic S13, S13K
S10, S10K S7, S7K
Czech Standard ČSN 73 2824-1:2004 and CSN 73 2824/Z1:2009 Třídĕní dřeva podle penosti – Část 1: Jehličnaté řezivo (idt DIN 4074-1:2003) (zatříděno jako stropnice) (Graded as a joist)
France French Standard NF B 52-001-1:2011
Règles d’utilisation du bois dans les constructions; Classement visuel pour emploi
en structure pour les principales essences résineuses et feuillues
Germany German Standard DIN 4074 Teil 1 (sortiert als Kantholz) (graded as joist)
Sortierung von Holz nach der Tragfähigkeit,- Teil 1: Nadelschnittholz, 2012 German Standard DIN 4074 Teil 5 (sortiert als Kantholz) (graded as joist) Sortierung von Holz nach der Tragfähigkeit - Teil 5: Laubschnittholz, 2003
Ireland SS
GS
Irish Standard IS 127:2002 Specification for the stress grading of softwood timber
ST IV HSST1
S13, S13K S10, S10K S7, S7K LS13, LS13K LS10 and better, LS10K and better
Trang 18Nordic countries T3
T2 T1 T0
Nordic grading rules – INSTA 142:2009 Nordic visual strength grading rules for timber
Portugal E Portuguese Standard NP 4305:1995
Madeira serrada de pinheiro bravo para estruturas
ME2 MEG MEF
Spanish Standard UNE 56.544:2009 Clasificación visual de la Madera aserrada para uso structural Spanish standard UNE 56-546:2007
Visual grading for structural timber : Hardwood species Slovak Republic S0
SI SII
Slovak Standard STN 49 1531:2001 Drevo na stavebné nosné konštrukcie Vizuálne triedenie podľa pevnosti Slovenia S10
British Standard BS 4978:2007+A1:2011 Visual strength grading of softwood
British Standard BS 5756:2007+A1:2011 Visual strength grading of hardwood
Trang 19Bibliography
[1] EN 338, Structural timber — Strength classes
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