ISO 12122-2:2014
(Main)Timber structures - Determination of characteristic values - Part 2: Sawn timber
Timber structures - Determination of characteristic values - Part 2: Sawn timber
ISO 12122-2:2014 gives methods for the determination of characteristic values for a defined population of sawn timber products, calculated from test values. It presents methods for the determination of: characteristic value of mean-based properties, and characteristic value of 5th percentile-based properties.
Structures en bois — Détermination des valeurs caractéristiques — Partie 2: Bois massif
General Information
- Status
- Published
- Publication Date
- 24-Feb-2014
- Technical Committee
- ISO/TC 165 - Timber structures
- Drafting Committee
- ISO/TC 165/WG 10 - Characteristic values and design specifications
- Current Stage
- 9093 - International Standard confirmed
- Start Date
- 11-Apr-2025
- Completion Date
- 13-Dec-2025
Overview
ISO 12122-2:2014 - "Timber structures - Determination of characteristic values - Part 2: Sawn timber" - defines statistical and procedural methods for deriving characteristic values from test results for a defined population of sawn structural timber. Intended to be used alongside ISO 12122-1, this part covers both mean-based and 5th percentile–based characteristic values and specifies how sampling, conditioning and test data are managed so characteristic properties accurately represent the reference population.
Key topics and requirements
- Scope and linkage
- Applies to structural sawn timber; read together with ISO 12122-1 for basic requirements.
- Reference population
- Requires a clear definition of the reference population; attributes to declare include climate, altitude, silviculture, soil type, sawing pattern, seasoning method and grading/production method.
- Sampling
- Sampling method must represent population variants; sample size should reflect the expected coefficient of variation (V) - sawn timber typically needs larger samples due to higher variability.
- Sample conditioning
- Storage and test environment must match the reference population conditioning (e.g., moisture content, seasoning).
- Test data and methods
- Test results should be obtained using ISO 13910 or an equivalent method with validated equivalency factors.
- Adjustments (size, moisture, pooling data) must follow ISO 12122-1 and be documented.
- Evaluation of characteristic values
- Modulus of elasticity (MoE): characteristic MoE for serviceability is the sample mean; for ultimate limit state it may be the mean or the 5th percentile depending on design approach.
- Strength values: bearing strengths (parallel and perpendicular to grain) are taken as mean properties; other strength properties use the 75% lower one-sided confidence limit on the test 5th percentile (methods defined in ISO 12122-1).
- Reporting
- Reports must comply with ISO 12122-1, documenting population definition, sampling, conditioning, test methods and all adjustments.
Applications and who uses it
- Structural engineers and designers using sawn timber in buildings and infrastructure to establish reliable material property values for design or to derive design values.
- Timber manufacturers, graders and producers who need to demonstrate product characteristics for grading, certification, or market claims.
- Testing laboratories that perform mechanical property tests and report characteristic values in accordance with international practice.
- Standards bodies and code committees deriving or harmonizing design values and safety margins for timber structures.
Related standards
- ISO 12122-1 - Basic requirements for determination of characteristic values (mandatory companion document).
- ISO 13910 - Specified test methods for sawn timber (or equivalent test methods with validated equivalence).
Keywords: ISO 12122-2:2014, sawn timber, characteristic values, timber structures, modulus of elasticity, 5th percentile, sampling, ISO 13910, structural timber.
Frequently Asked Questions
ISO 12122-2:2014 is a standard published by the International Organization for Standardization (ISO). Its full title is "Timber structures - Determination of characteristic values - Part 2: Sawn timber". This standard covers: ISO 12122-2:2014 gives methods for the determination of characteristic values for a defined population of sawn timber products, calculated from test values. It presents methods for the determination of: characteristic value of mean-based properties, and characteristic value of 5th percentile-based properties.
ISO 12122-2:2014 gives methods for the determination of characteristic values for a defined population of sawn timber products, calculated from test values. It presents methods for the determination of: characteristic value of mean-based properties, and characteristic value of 5th percentile-based properties.
ISO 12122-2:2014 is classified under the following ICS (International Classification for Standards) categories: 91.080.20 - Timber structures. The ICS classification helps identify the subject area and facilitates finding related standards.
ISO 12122-2:2014 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)
INTERNATIONAL ISO
STANDARD 12122-2
First edition
2014-03-01
Timber structures — Determination
of characteristic values —
Part 2:
Sawn timber
Structures en bois — Détermination des valeurs caractéristiques —
Partie 2: Bois massif
Reference number
©
ISO 2014
© ISO 2014
All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized otherwise in any form
or by any means, electronic or mechanical, including photocopying, or posting on the internet or an intranet, without prior
written permission. Permission can be requested from either ISO at the address below or ISO’s member body in the country of
the requester.
ISO copyright office
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Tel. + 41 22 749 01 11
Fax + 41 22 749 09 47
E-mail copyright@iso.org
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Published in Switzerland
ii © ISO 2014 – All rights reserved
Contents Page
Foreword .iv
Introduction .v
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Symbols and abbreviated terms . 1
5 Reference Population . 1
6 Sampling . 2
6.1 Sampling method . 2
6.2 Sample size . 2
7 Sample conditioning . 2
8 Test data . 2
8.1 Test method . 2
8.2 Test data compatible with product description . 2
9 Evaluation of characteristic values for structural properties . 3
9.1 Structural properties . 3
9.2 Characteristic modulus of elasticity . 3
9.3 Characteristic values of strength . 3
10 Report . 3
Annex A (informative) Commentary . 4
Bibliography . 7
Foreword
ISO (the International Organization for Standardization) is a worldwide federation of national standards
bodies (ISO member bodies). The work of preparing International Standards is normally carried out
through ISO technical committees. Each member body interested in a subject for which a technical
committee has been established has the right to be represented on that committee. International
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ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of
electrotechnical standardization.
The procedures used to develop this document and those intended for its further maintenance are
described in the ISO/IEC Directives, Part 1. In particular the different approval criteria needed for the
different types of ISO documents should be noted. This document was drafted in accordance with the
editorial rules of the ISO/IEC Directives, Part 2 (see www.iso.org/directives).
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. ISO shall not be held responsible for identifying any or all such patent rights. Details of
any patent rights identified during the development of the document will be in the Introduction and/or
on the ISO list of patent declarations received (see www.iso.org/patents).
Any trade name used in this document is information given for the convenience of users and does not
constitute an endorsement.
For an explanation on the meaning of ISO specific terms and expressions related to conformity
assessment, as well as information about ISO’s adherence to the WTO principles in the Technical Barriers
to Trade (TBT) see the following URL: Foreword - Supplementary information
The committee responsible for this document is ISO/TC 165, Structural Timber.
ISO 12122 consists of the following parts, under the general title Timber structures — Determination of
characteristic values:
— Part 1: Basic requirements
— Part 2: Sawn timber
iv © ISO 2014 – All rights reserved
Introduction
This International Standard sets out a framework for establishing characteristic values from test results
on a sample drawn from a clearly defined reference population of sawn timber. The characteristic value
is an estimate of the property of the reference population with a consistent level of confidence prescribed
in the standard.
This part of ISO 12122 is to be used in conjunction with ISO 12122-1.
This part of ISO 12122 permits the evaluation of characteristic values on testing on commercial sized
specimens of sawn timber.
This part of ISO 12122 is applicable to structural sawn timber. In some cases, characteristic values
determined in accordance with this part of ISO 12122 can be modified to become a design value.
This part of ISO 12122 has the following annexes:
— Annex A presents a commentary on this part of ISO 12122.
INTERNATIONAL STANDARD ISO 12122-2:2014(E)
Timber structures — Determination of characteristic
values —
Part 2:
Sawn timber
1 Scope
This International Standard gives methods for the determination of characteristic values for a defined
population of sawn timber products, calculated from test values.
It presents methods for the determination of
a) characteristic value of mean-based properties, and
b) characteristic value of 5th percentile-based properties.
2 Normative references
The following documents, in whole or in part, are normatively referenced in this document and are
indispensable for its application. For dated references, only the edition cited applies. For undated
references, the latest edition of the referenced document (including any amendments) applies.
ISO 12122-1, Timber structures — Determination of characteristic values — Part 1: Basic requirements
3 Terms and definitions
For the purposes of this document, the terms and definitions given in ISO 12122-1 apply.
4 Symbols and abbreviated terms
Symbols defined in the relevant ISO product or test standard shall be used. Other symbols are defined
in ISO 12122-1.
5 Reference Population
In addition to the requirements for definition of the reference population in ISO 12122-1, the following
attributes of sawn timber may be described:
a) climate or climate range of growing region;
b) altitude or altitude range of growing region;
c) specific silvicultural practices used in the growing region;
d) soil type or range of soil types of growing region;
e) sawing patterns (e.g. backsawn or quartersawn, core wood included or excluded);
f) seasoning method (if seasoned);
g) grading or production method.
6 Sampling
6.1 Sampling method
The sampling method shall comply with the performance objective of sampling defined in ISO 12122-1.
Representation of each of the variants in the sample shall approximate the representation of the same
variants in the reference population.
The sampling method shall be documented in the report as detailed in Clause 10 and this documentation
shall indicate a response to each of the identified attributes of the reference population listed in
compliance with Clause 5 in this part of ISO 12122 and in ISO 12122-1.
6.2 Sample size
The sample size shall comply with requirements of ISO 12122-1 and shall take into account the coefficient
of variation (V) expected for the sawn timber in the reference population.
NOTE 1 See notes under the relevant clause in ISO 12122-1.
Sawn timber properties generally have larger population coefficient of variation (V), and should
therefore have a larger sample size.
NOTE 2 ISO 12122-1 gives some guidance on selecting sample size.
7 Sample conditioning
The sample storage and testing environment shall refl
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