Abstract

This document establishes a classification for phenolic and aminoplastic polycondensation adhesives according to their suitability for use for load-bearing timber products in defined climatic exposure conditions, and specifies performance requirements for such adhesives for the factory manufacture or factory-like manufacturing conditions of load-bearing timber products only.
This document only specifies the performance of an adhesive for use in an environment corresponding to the defined conditions.
The performance requirements of this document are applicable to the adhesive only, not to the manufacturing timber products. This document does not cover the performance of adhesives for on-site gluing (except for factory-like conditions) or the production of wood-based panels, except solid wood panels, or modified and stabilized wood with considerably reduced swelling and shrinkage properties, e.g. acetylated wood, heat treated wood and polymer impregnated wood.
This document is primarily intended for use by adhesive manufacturers and for use in timber products bonded with adhesives, to assess or control the quality of adhesives. The requirements are applicable to the type testing of the adhesives. Production control activities are outside the scope of this document.
Adhesives meeting the requirements of this document are adequate for use in load-bearing timber products, provided that the bonding process has been carried out according to an appropriate product standard.

Status
Published
Publication Date
02-Jun-2026
Technical Committee
CEN/TC 193 - Adhesives
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
03-Jun-2026
Due Date
06-Oct-2027
Completion Date
03-Jun-2026

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EN 301:2023+A1:2026

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EN 301:2023+A1:2026 is a CEN European Standard for phenolic and aminoplastic adhesives used in load-bearing timber structures. It classifies these polycondensation adhesives for defined climatic exposure conditions and sets performance requirements for factory manufacture or factory-like manufacturing of load-bearing timber products.

The document is aimed mainly at adhesive manufacturers and at people who assess or control adhesive quality for timber products. Its requirements apply to the adhesive itself, not to the timber product, and they are used for type testing rather than production control.

What does EN 301:2023+A1:2026 specify?

EN 301:2023+A1:2026 specifies how to classify phenolic and aminoplastic adhesives for structural timber use, and which performance tests they must pass for the intended service class and application area. The standard focuses on adhesive performance in defined climatic conditions and on factory or factory-like bonding conditions.

The scope is limited to adhesives for load-bearing timber products. It covers adhesive performance only, not the performance of the finished timber product, and it excludes on-site gluing except where factory-like conditions apply.

The document is organized into:

  • Clause 1 - Scope
  • Clause 2 - Normative references
  • Clause 3 - Terms and definitions
  • Clause 4 - Classification
  • Clause 5 - Requirements
  • Clause 6 - Working properties of the adhesive
  • Clause 7 - Marking and labelling
  • Annex A - Normative delamination test for finger joints with separate spread of adhesive and hardener
AnnexWhat it covers
Annex ASpecimen production, testing, and result expression for the delamination test on finger joints with separate spread of adhesive and hardener

What are the key requirements of EN 301:2023+A1:2026?

EN 301:2023+A1:2026 classifies adhesives into Type I and Type II, and into application areas GP, FJ and GF. Type I is for service classes 1, 2 and 3, while Type II is for service class 1 only. In practice, that tells a buyer or manufacturer where the adhesive can be used in service.

Classification and designation

Clause 4 defines the designation code. It combines type, application area, maximum test or use temperature, and whether the adhesive is for mixed application or separate application of adhesive and hardener. The code is important because it links the product claim to the exact test regime.

Performance testing

Clause 5 requires testing of ready-for-use glue mixes against the specified methods. The main tests are tensile shear, delamination, fibre damage, shrinkage and static load. In practice, this means the adhesive must be verified under the same type of conditions it will face in service.

Material-specific test pieces

The standard assigns specific wood species to the tests. Beech is used for tensile shear and static load, Norway spruce for delamination, fibre damage and shrinkage, and beech again for gap filling adhesives in the fibre damage test. This matters because the wood species affects the result.

Separate application and mix ratio control

Where adhesive and hardener are applied separately, extra delamination and fibre damage testing is required. Adhesive systems used with a range of hardener dosage must be tested at the lowest and highest mixing ratios. For finger joint adhesives with separate application, Clause 5.7 adds a production-unit check for curing.

Low pH and modification cases

The fibre damage test applies only when the adhesive mix, or one separately applied component, has a low pH. Clause 5 also gives reduced re-testing for small modifications of an adhesive that already complies with EN 301. That helps manufacturers control change without repeating the full test set.

Working properties and marking

Clause 6 covers working properties that may be required by member states or product standards, including viscosity, pH, assembly time, working life, pressing time, temperature limits and pressure. Clause 7 requires each trade unit to be labelled with the trade name, batch number and shelf life, and the adhesive type must be shown on the label or in the technical data sheet.

What terms does EN 301:2023+A1:2026 define?

  • aminoplastic resin - A thermosetting synthetic resin made by condensation of amino or amide groups with aldehydes.
  • phenolic resin - A thermosetting synthetic resin made by condensation of a phenol with an aldehyde.
  • polycondensation adhesive - An adhesive mixture made from a resin formed by polymerization with elimination of water, usually with a hardener.
  • service class 1 - Climatic conditions typical of indoor use, with humidity only occasionally above 65 %.
  • service class 2 - Climatic conditions typical of covered exterior use, with humidity only occasionally above 85 %.
  • service class 3 - Climatic conditions with higher moisture content than service class 2, typically exterior use.
  • glue line - The adhesive layer between the wood members.
  • close contact glue line - A glue line of maximum 0,1 mm thickness.

Who uses EN 301:2023+A1:2026?

EN 301:2023+A1:2026 is used by adhesive manufacturers, test laboratories, and quality control teams working with load-bearing timber products. It is also relevant for timber product manufacturers who need to select or check an adhesive for structural use.

In practice, users apply it to type testing, product classification, and technical documentation for bonded timber structures. Buyers and specifiers use it to understand whether an adhesive is intended for a given service class, joint type and manufacturing method.

What changed in EN 301:2023+A1:2026 from the previous edition?

EN 301:2023+A1:2026 supersedes EN 301:2023 and includes Amendment 1 approved by CEN on 3 April 2026.

Compared with EN 301:2017, the document states these significant technical changes:

  • Table 2 was updated so that the 2 mm glue line condition uses EN 302-3 with beech in the test.
  • Gap filling adhesives are now tested under EN 302-8 with a 1 mm glue line.
  • Clause 5.1 now includes a test using representative samples of preservative treated Scots pine or Silver fir, which also covers preservative treated Norway spruce.

Which standards are used with EN 301:2023+A1:2026?

StandardContribution
EN 302-1Tensile shear strength test for load-bearing timber adhesives
EN 302-2Delamination resistance test
EN 302-3Fibre damage test after temperature and humidity cycling
EN 302-4Shrinkage effects on shear strength
EN 302-8Static load test in compression shear
EN 408Bending and other physical/mechanical checks for the finger joint production test
EN 923Basic adhesive terminology used in the document
EN 1245pH determination for adhesive mix or components
EN 12092Dynamic viscosity of adhesive prepared for use
EN 13183-2Moisture content measurement by electrical resistance
EN 13183-3Moisture content measurement by capacitance
EN 302-5Maximum assembly time under referenced conditions
EN 302-6Minimum pressing time under referenced conditions
EN 302-7Working life under referenced conditions
EN 1995-1-1:2004Service classes for timber structures referenced in the terms and introduction

What does the EN 301:2023+A1:2026 document contain?

EN 301:2023+A1:2026 contains classification tables, a test matrix for each adhesive class, and detailed requirements for the main performance tests. It also covers how to deal with separate application of adhesive and hardener, including additional tests for finger joint use.

Annex A gives the full procedure for delamination testing of finger joints with separate spread of adhesive and hardener. It covers specimen preparation, cycling in boiling and cold water, drying, measurement, and calculation of delamination as a percentage.

The document also includes guidance on working properties that may need to be declared in some markets, and a marking and labelling clause for trade units. For engineering and quality work, these sections tell users what to test, what to record, and what to show on product documentation.

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Frequently Asked Questions

EN 301:2023+A1:2026 is a standard published by the European Committee for Standardization (CEN). Its full title is "Adhesives, phenolic and aminoplastic, for load-bearing timber structures - Classification and performance requirements". This standard covers: This document establishes a classification for phenolic and aminoplastic polycondensation adhesives according to their suitability for use for load-bearing timber products in defined climatic exposure conditions, and specifies performance requirements for such adhesives for the factory manufacture or factory-like manufacturing conditions of load-bearing timber products only. This document only specifies the performance of an adhesive for use in an environment corresponding to the defined conditions. The performance requirements of this document are applicable to the adhesive only, not to the manufacturing timber products. This document does not cover the performance of adhesives for on-site gluing (except for factory-like conditions) or the production of wood-based panels, except solid wood panels, or modified and stabilized wood with considerably reduced swelling and shrinkage properties, e.g. acetylated wood, heat treated wood and polymer impregnated wood. This document is primarily intended for use by adhesive manufacturers and for use in timber products bonded with adhesives, to assess or control the quality of adhesives. The requirements are applicable to the type testing of the adhesives. Production control activities are outside the scope of this document. Adhesives meeting the requirements of this document are adequate for use in load-bearing timber products, provided that the bonding process has been carried out according to an appropriate product standard.

This document establishes a classification for phenolic and aminoplastic polycondensation adhesives according to their suitability for use for load-bearing timber products in defined climatic exposure conditions, and specifies performance requirements for such adhesives for the factory manufacture or factory-like manufacturing conditions of load-bearing timber products only. This document only specifies the performance of an adhesive for use in an environment corresponding to the defined conditions. The performance requirements of this document are applicable to the adhesive only, not to the manufacturing timber products. This document does not cover the performance of adhesives for on-site gluing (except for factory-like conditions) or the production of wood-based panels, except solid wood panels, or modified and stabilized wood with considerably reduced swelling and shrinkage properties, e.g. acetylated wood, heat treated wood and polymer impregnated wood. This document is primarily intended for use by adhesive manufacturers and for use in timber products bonded with adhesives, to assess or control the quality of adhesives. The requirements are applicable to the type testing of the adhesives. Production control activities are outside the scope of this document. Adhesives meeting the requirements of this document are adequate for use in load-bearing timber products, provided that the bonding process has been carried out according to an appropriate product standard.

EN 301:2023+A1:2026 is classified under the following ICS (International Classification for Standards) categories: 83.180 - Adhesives. The ICS classification helps identify the subject area and facilitates finding related standards.

EN 301:2023+A1:2026 has the following relationships with other standards: It is inter standard links to EN 301:2023, EN 13183-2:2002, EN 13183-3:2005, EN 302-2:2023, EN 302-8:2023+A1:2026, EN 408:2010+A1:2012, EN 923:2015, EN 12092:2001, EN 1245:2011, EN 302-4:2023, EN 302-3:2023, EN 302-1:2023, EN 385:2001, CEN/TS 13307-2:2009, EN 15416-3:2025. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

EN 301:2023+A1:2026 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.

Standards Content (Sample)


SLOVENSKI STANDARD
01-julij-2026
Lepila na osnovi fenolov in aminoplastov za nosilne lesene konstrukcije -
Razvrstitev in zahteve za delovanje (vključno z dopolnilom A1)
Adhesives, phenolic and aminoplastic, for load-bearing timber structures - Classification
and performance requirements
Klebstoffe, Phenoplaste und Aminoplaste, für tragende Holzbauteile - Klassifizierung und
Leistungsanforderungen
Adhésifs de nature phénolique et aminoplaste, pour structures portantes en bois -
Classification et exigences de performance
Ta slovenski standard je istoveten z: EN 301:2023+A1:2026
ICS:
83.180 Lepila Adhesives
91.080.20 Lesene konstrukcije Timber structures
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

EN 301:2023+A1
EUROPEAN STANDARD
NORME EUROPÉENNE
June 2026
EUROPÄISCHE NORM
ICS 83.180
English Version
Adhesives, phenolic and aminoplastic, for load-bearing
timber structures - Classification and performance
requirements
Adhésifs de nature phénolique et aminoplaste, pour Klebstoffe, Phenoplaste und Aminoplaste, für tragende
structures portantes en bois - Classification et Holzbauteile - Klassifizierung und
exigences de performance Leistungsanforderungen
This European Standard was approved by CEN on 18 December 2022 and includes Amendment 1 approved by CEN on 3 April
2026.
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, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2026 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 301:2023+A1:2026 E
worldwide for CEN national Members.

Contents Page
European foreword . 3
Introduction . 4
1 Scope . 5
2 Normative references . 5
3 Terms and definitions . 6
4 Classification. 7
5 Requirements . 10
5.1 General. 10
5.2 Tensile shear test . 11
5.3 Delamination test . 12
5.4 Fibre damage test . 13
5.5 Shrinkage test . 13
5.6 Static load test . 13
5.7 Type testing of separate application finger joint adhesive . 14
6 Working properties of the adhesive . 14
6.1 General. 14
6.2 Physical properties of adhesive prepared for use . 14
6.3 Use of the adhesive . 14
7 Marking and labelling . 14
Annex A (normative) Delamination test for finger joints with separate spread of adhesive
and hardener . 15
A.1 Production of the specimens . 15
A.2 Testing . 16
A.3 Expression of results . 16
Bibliography . 17

European foreword
This document (EN 301:2023+A1:2026) has been prepared by Technical Committee CEN/TC 193
“Adhesives”, the secretariat of which is held by UNE.
This European Standard shall be given the status of a national standard, either by publication of an
identical text or by endorsement, at the latest by December 2026, and conflicting national standards
shall be withdrawn at the latest by December 2026.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
This document includes Amendment 1 approved by CEN on 3 April 2026.
This document supersedes !EN 301:2023".
The start and finish of text introduced or altered by amendment is indicated in the text by tags !".
EN 301:2023 includes the following significant technical changes with respect to EN 301:2017:
a) Table 2 — 2 mm glue line – EN 302-3 Mandatory despite pH-value – beech used in the test;
b) Table 2 — Gap filling adhesives – EN 302-8 – tested with 1 mm glue line;
c) 5.1 b) test with representative samples of preservative treated Scots pine or Silver fir, which also
covers preservative treated Norway spruce, has been added.
Any feedback and questions on this document should be directed to the users’ national standards body.
A complete listing of these bodies can be found on the CEN website.
According to the CEN-CENELEC Internal Regulations, the national standards organisations 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, Republic of
North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and the
United Kingdom.
Introduction
This document is one of a series of standards dealing with phenolic and aminoplastic adhesives for use
with timber structures, and is published in support of product standards for load-bearing timber
structures in connection with EN 1995-1-1, Eurocode 5: Design of timber structures — Part 1-1:
General — Common rules and rules for buildings.
The series consists of:
— one standard for classification and performance requirements (EN 301);
— six test methods (EN 302-1, EN 302-2, EN 302-3, EN 302-4, EN 302-8 and Annex A of this
document) used to assess the performance of adhesives after specified heat and humidity
treatments; and
— three test methods (EN 302-5, EN 302-6 and EN 302-7) to characterize the working properties of
the adhesive.
SAFETY STATEMENT
Persons using this document should be familiar with the normal laboratory practice, if applicable. This
document cannot address all of the safety problems, if any, associated with its use. It is the
responsibility of the user to establish appropriate safety and health practices and to ensure compliance
with any regulatory conditions.
ENVIRONMENTAL STATEMENT
It is understood that some of the material permitted in this standard may have a negative
environmental impact. As technological advantages lead to acceptable alternatives for these materials,
they will be eliminated from this standard to the greatest extent possible.
At the end of the test, the user of the standard should take care to carry out an appropriate disposal of
the wastes, according to local regulations.
1 Scope
This document establishes a classification for phenolic and aminoplastic polycondensation adhesives
according to their suitability for use for load-bearing timber products in defined climatic exposure
conditions, and specifies performance requirements for such adhesives for the factory manufacture or
factory-like manufacturing conditions of load-bearing timber products only.
This document only specifies the performance of an adhesive for use in an environment corresponding
to the defined conditions.
The performance requirements of this document are applicable to the adhesive only, not to the
manufacturing timber products. This document does not cover the performance of adhesives for on-site
gluing (except for factory-like conditions) or the production of wood-based panels, except solid wood
panels, or modified and stabilized wood with considerably reduced swelling and shrinkage properties,
e.g. acetylated wood, heat treated wood and polymer impregnated wood.
This document is primarily intended for use by adhesive manufacturers and for use in timber products
bonded with adhesives, to assess or control the quality of adhesives. The requirements are applicable to
the type testing of the adhesives. Production control activities are outside the scope of this document.
Adhesives meeting the requirements of this document are adequate for use in load-bearing timber
products, provided that the bonding process has been carried out according to an appropriate product
standard.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document (including any amendments) applies.
EN 302-1, Adhesives for load-bearing timber structures — Test methods — Part 1: Determination of
longitudinal tensile shear strength
EN 302-2, Adhesives for load-bearing timber structures — Test methods — Part 2: Determination of
resistance to delamination
EN 302-3, Adhesives for load-bearing timber structures — Test methods — Part 3: Determination of the
effect of acid damage to wood fibres by temperature and humidity cycling on the transverse tensile
strength
EN 302-4, Adhesives for load-bearing timber structures — Test methods — Part 4: Determination of the
effects of wood shrinkage on the shear strength
EN 302-8, Adhesives for load-bearing timber structures — Test methods — Part 8: Static load test of
multiple bond line specimens in compression shear
EN 408, Timber structures — Structural timber and glued laminated timber — Determination of some
physical and mechanical properties
EN 923, Adhesives — Terms and definitions
EN 1245, Adhesives — Determination of pH
EN 12092, Adhesives — Determination of viscosity
EN 13183-2, Moisture content of a piece of sawn timber — Part 2: Estimation by electrical resistance
method
EN 13183-3, Moisture content of a piece of sawn timber — Part 3: Estimation by capacitance method
3 Terms and definitions
For the purposes of this document, the terms and definitions given in EN 923 and the following apply.
ISO and IEC maintain terminology databases for use in standardization at the following addresses:
— ISO Online browsing platform: available at https://www.iso.org/obp
— IEC Electropedia: available at https://www.electropedia.org/
3.1
aminoplastic resin
thermosetting synthetic resin derived from a condensation reaction of the –NH groups or –NH groups
of amines or amides with aldehydes
3.2
phenolic resin
thermosetting synthetic resin derived from a condensation reaction of a phenol with an aldehyde
3.3
polycondensation adhesive
adhesive mixture made from a resin formed by a polymerization reaction involving the elimination of
water, usually with a hardener
Note 1 to entry: Such adhesives usually also contain extenders and/or fillers.
3.4
service class 1
climatic conditions characterized by a moisture content in the materials corresponding to a
temperature of 20 °C and the relative humidity of the surrounding air only exceeding 65 % for a few
weeks per year
Note 1 to entry: In service class 1, which comprises typical indoor conditions, the average moisture content in
most softwoods will not exceed 12 %.
[SOURCE: EN 1995-1-1:2004, 2.3.1.3, modified – Indoor conditions have been added in Note 1 to entry.]
3.5
service class 2
climatic conditions characterized by a moisture content in the materials corresponding to a
temperature of 20 °C and the relative humidity of the surrounding air only exceeding 85 % for a few
weeks per year
Note 1 to entry: In service class 2, to which most covered exterior conditions belong, the average moisture
content in most softwoods will not exceed 20 %.
[SOURCE: EN 1995-1-1:2004, 2.3.1.3 modified – Covered exterior conditions have been added in
Note 1 to entry.]
3.6
service class 3
climatic conditions leading to higher moisture contents than in service class 2
Note 1 to entry: Exterior conditions typically belong to service class 3.
[SOURCE: EN 1995-1-1:2004, 2.3.1.3, modified – Note 1 to entry has been added.]
3.7
glue line
adhesive layer between the wood members
3.8
thick glue line
glue line of nominal thickness in the range of 0,3 mm to 2,0 mm at the time of bonding
Note 1 to entry: Thick glue lines are achieved by using spacers, grooves or similar devices when two plain
members are glued together.
3.9
close contact glue line
glue line of thickness maximum 0,1 mm
Note 1 to entry: Close contact glue line can be achieved by pressing together two plane wood members with a
clamping pressure of (0,8 ± 0,1) N/mm without additional grooves, spacers or similar devices.
4 Classification
Adhesives (General purpose, Finger jointing or Gap filling) for structural purposes shall produce joints
of such strength and durability that the integrity of the bond is maintained in the assigned service class
throughout the expected life of the structure.
Two types of adhesive, I and II, are classified according to their suitability for use in different climatic
conditions:
— Type Ι to be used in service classes 1, 2 and 3.
— Type ΙΙ to be used in service class 1 only.
These two types of adhesive are further divided into three application area according to the end use:
— General-purpose adhesive (GP) to be used for glue lines between laminations, for finger joints in
laminations and structural timber, and for large finger joints;
— Finger jointing adhesive (FJ) to be used for finger jointing of laminations and structural timber
only;
— Gap filling adhesive (GF) to be used for fibre parallel gluing, e.g. glue lines between glulam
components of block-glued glulam and for large finger joints. Gap filling adhesives are in addition
classified as application area GP and FJ in mixed application without further testing.
NOTE The definition of “General purpose” and “Type” can be different in other standards.
Table 1 specifies the thirteen adhesive classes for which this document is applicable to and their
designation codes. The designation code consist of:
— type: Ι or ΙΙ;
— application: GP, FJ or GF;
— maximum test temperature in degrees Celsius: 70 or 90 for type Ι, or maximum use temperature in
degrees Celsius: 50 for type ΙΙ;
— use: M for mixed application, and S for separate application of adhesive and hardener.
All application areas and use shall be part of the designation code.
EXAMPLE Designation code EN 301 I 70 GP 0,6M and designation code EN 301 I 70 FJ 0,1S, if classified as
general purpose adhesive for mixed application and classified as finger joint adhesive for separate application.
Table 1 — Adhesive classes
Adhesive class
Max. glue line
Max. test Service
thickness
Application area
c a
temp. classes
(Designation code)
Test Use
°C mm mm
Face lamination and
finger jointing for general
use
General purpose 70 1,0 0,6 1,2,3
EN 301 I 70 GP 0,6M
General purpose 70 1,0 0,3 1,2,3
EN 301 I 70 GP 0,3S
Special use
Gap filling 90 2,0 1,5 1, 2, 3
EN 301 I 90 GF 1,5M
General purpose 90 1,0 0,6 1, 2, 3
EN 301 I 90 GP 0,6M
General purpose 90 1,0 0,3 1, 2, 3
EN 301 I 90 GP 0,3S
Finger joint 90 0,3 0,1 1, 2, 3
EN 301 I 90 FJ 0,1M
Finger joint 90 0,3 0,1 1, 2, 3
EN 301 I 90 FJ 0,1S
Finger joint 70 0,3 0,1 1, 2, 3
EN 301 I 70 FJ 0,1M
Finger joint 70 0,3 0,1 1, 2, 3
EN 301 I 70 FJ 0,1S
b
General purpose 1,0 0,6 1
EN 301 II 50 GP
...