ISO 12122-5:2018

Timber structures — Determination of characteristic values — Part 5: Mechanical connections

This document gives methods of determination of characteristic values for a defined population of mechanical connections between timber components, calculated from full scale test values. It presents methods for the determination of: a) slip modulus of mechanical connections; b) characteristic strength of connections subjected to either monotonic or cyclic loads. Glued connections are excluded from the scope of this document. NOTE 1 It is assumed that the failure mode is the same for all specimens in the sample. NOTE 2 When a small number of test results is available, ISO 12122‑6 is used for the determination of the mean and the 5th percentile values. NOTE 3 Informative commentary to the clauses of this document can be found in Annex A.

Structures en bois — Détermination des valeurs caractéristiques — Partie 5: Assemblages

General Information

• Status: Published
• Publication Date: 12-Nov-2018
• ICS: 91.080.20 - Timber structures
• 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: 16-Apr-2024
• Completion Date: 13-Dec-2025

Relations

• Consolidated By: ISO 4833-2:2013/Amd 1:2022 - Microbiology of the food chain — Horizontal method for the enumeration of microorganisms — Part 2: Colony count at 30 °C by the surface plating technique — Amendment 1: Clarification of scope
• Effective Date: 06-Jun-2022

Standards Content (Sample)

INTERNATIONAL ISO
STANDARD 12122-5
First edition
2018-11
Timber structures — Determination
of characteristic values —
Part 5:
Mechanical connections
Structures en bois — Détermination des valeurs caractéristiques —
Partie 5: Assemblages
Reference number
©
ISO 2018
© ISO 2018
All rights reserved. Unless otherwise specified, or required in the context of its implementation, no part of this publication may
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ii © ISO 2018 – All rights reserved

Contents Page
Foreword .iv
Introduction .v
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Symbols . 2
5 Reference population . 2
6 Sampling . 2
6.1 Sampling method . 2
6.2 Sample size . 3
7 Sample conditioning . 3
8 Test data . 3
8.1 General . 3
8.2 Test method . 3
8.2.1 Monotonic loading of connections . 3
8.2.2 Cyclic loading of connections . 4
8.3 Test data compatible with product description . 4
8.4 Failure modes . 5
9 Evaluation of characteristic values for structural properties . 5
9.1 Structural properties . 5
9.2 Characteristic initial stiffness of the connection (monotonic loading) . 6
9.3 Characteristic stiffness of the connection (cyclic loading) . 6
9.4 Characteristic capacity of the connection . 6
9.4.1 Characteristic capacity. 6
9.4.2 Test load in monotonic tests . 6
9.4.3 Test load in cyclic load tests . 6
10 Report . 7
Annex A (informative) Commentary . 9
Bibliography .13
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
organizations, governmental and non-governmental, in liaison with ISO, also take part in the work.
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 of the voluntary nature of standards, the meaning of ISO specific terms and
expressions related to conformity assessment, as well as information about ISO's adherence to the
World Trade Organization (WTO) principles in the Technical Barriers to Trade (TBT) see www .iso
.org/iso/foreword .html.
This document was prepared by Technical Committee ISO/TC 165, Timber structures.
Any feedback or questions on this document should be directed to the user’s national standards body. A
complete listing of these bodies can be found at www .iso .org/members .html.
A list of all parts in the ISO 12122 series can be found on the ISO website.
iv © ISO 2018 – All rights reserved

Introduction
This document sets out a framework for establishing characteristic values from test results on a
sample drawn from a clearly defined reference population of connections. The characteristic value is an
estimate of the property of the reference population with a consistent level of confidence prescribed in
this document.
This document is intended to be used in conjunction with ISO 12122-1.
This document permits the evaluation of characteristic values from testing on connections made with
commercial components.
In some cases, characteristic values determined in accordance with this document may be modified to
become a design value.
INTERNATIONAL STANDARD ISO 12122-5:2018(E)
Timber structures — Determination of characteristic
values —
Part 5:
Mechanical connections
1 Scope
This document gives methods of determination of characteristic values for a defined population of
mechanical connections between timber components, calculated from full scale test values.
It presents methods for the determination of:
a) slip modulus of mechanical connections;
b) characteristic strength of connections subjected to either monotonic or cyclic loads.
Glued connections are excluded from the scope of this document.
NOTE 1 It is assumed that the failure mode is the same for all specimens in the sample.
NOTE 2 When a small number of test results is available, ISO 12122-6 is used for the determination of the
th
mean and the 5 percentile values.
NOTE 3 Informative commentary to the clauses of this document can be found in Annex A.
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.
ISO 6891, Timber structures — Joints made with mechanical fasteners — General principles for the
determination of strength and deformation characteristics
ISO 12122-1, Timber structures — Determination of characteristic values — Part 1: Basic requirements
ISO 16670, Timber structures — Joints made with mechanical fasteners — Quasi-static reversed-cyclic
test method
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
— ISO Online browsing platform: available at https: //www .iso .org/obp
— IEC Electropedia: available at http: //www .electropedia .org/
3.1
mechanical connection
assembly of one or more timber components connected directly together or connected together with
components made from other materials
Note 1 to entry: Other materials include steel dowels, bolts, nails, screws, shear connectors and plates.
3.2
test load
peak load achieved for each test specimen for both monotonic and cyclic tests
3.3
ultimate displacement
displacement associated with the maximum load or peak load or ultimate load, F , determined in
max
accordance with ISO 16670
4 Symbols
F estimated maximum load, in newtons
est
F maximum load or peak load or ultimate load, in newtons
max
υ yield displacement (determined only if a clear yield point can be established)
y
5 Reference population
In addition to the requirements for definition of the reference population in ISO 12122-1, the following
attributes of connections shall be described:
a) the material of the connecting components;
b) the dimensions of the connecting components;
c) the method of assembly;
d) the dimensions of the assembly, in particular end distances, edge distances and connector spacings;
e) the species and density range of timber used in the connections;
f) the presence or exclusion of specified features (e.g. knots or finger joints) in or near the connection;
g) the moisture exposure conditions (before and after specimen preparation);
h) the moisture conditions when the specimen is installed and tested (e.g. installed dry and tested
dry, installed wet and tested wet, installed dry and tested wet, installed wet and tested dry).
NOTE Where the densities of timber components comply with ISO 8970, this can be declared as part of the
reference population.
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.
2 © ISO 2018 – All rights reserved

Where the reference population includes a range of end distances, edge distances and connector
spacings, the sampling method shall ensure that the range of densities is covered in each variation of
dimensions.
NOTE A major variation is the range in individual properties of the timber components that make up the
connection.
6.2 Sample size
The sample size shall comply with the requirements of ISO 12122-1 and shall take into account the
coefficient of variation expected for the timber components in the reference population.
NOTE ISO 12122-1 gives some guidance on selecting the sample size.
7 Sample conditioning
The sample storage and testing environment shall reflect conditioning in accordance with the definition
of the reference population as indicated in ISO 12122-1.
For specimens that are constructed by forcing the connecting component into the timber (e.g. nails and
toothed plates), a minimum period of seven days shall elapse between assembly and testing of the test
specimens to allow for fibre relaxation.
NOTE 1 A case can be made for an allowance of shorter conditioning periods if all timber components are dry
at the time of fabrication and testing.
For reference populations in which the connections are constructed in a wet state but are dry during
service, appropriate conditioning shall be required for the test specimens to simulate these conditions.
NOTE 2 Such conditioning requires an appropriate time delay between connection construction and testing to
ensure that the service condition is replicated (this can be days or weeks).
8 Test data
8.1 General
This document uses data obtained from testing undertaken to relevant testing standards for mechanical
connections. Test loading of connections is undertaken either in a linear form (i.e. load versus
displacement) or an angular form (i.e. moment versus rotation). For the purposes of this document,
moment and rotation may be substituted for load and displacement respectively.
8.2 Test method
8.2.1 Monotonic loading of connections
The test data shall be obtained from:
a) tests that follow the principles of ISO 6891;
b) tests in accordance with the ISO document relevant to the connection; or
c) a standard test method appropriate for the reference population provided equivalency factors with
the relevant ISO document can be established.
The selection of test variables shall be appropriate to the objectives of the testing, and can require
some adjustments specified in 8.3.
NOTE 1 Test methods involve many variables that affect results including loading configuration and rates,
specimen positioning and measurement methods.
The peak load for each test specimen in a monotonic test, F , shall be recorded (see Figure 1).
max
NOTE 2 If a clear yield point can be obtained, then the yield can also be recorded.
Key
F/F load divided by estimated maximum load
est
F specimen peak load, expressed in newtons
max
t time
a
Displacement controlled.
Figure 1 — Monotonic test sequence
8.2.2 Cyclic loading of connections
The test data shall be obtained from:
a) tests that follow the principles of ISO 16670;
b) tests in accordance with the ISO document relevant to the connection; or
c) a standard test method appropriate for the reference population provided equivalency factors with
the relevan
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