Steel structures — Structural bolting — Test method to determine parameters of bolt tightening procedures

This test method is to be used only if no rules and parameters for tightening exist, e.g. for pretensioning of stainless steel bolting assemblies, or when bolts are pretensioned by turning the head. This test method establishes a bolt tightening qualification procedure (BTQP) which provides design and execution rules for pretensioning of stainless steel and carbon steel bolting assemblies with bolting assemblies consisting of one bolt, one nut, and washers as required for the installation method. The test method allows the determination of the tightening parameters for a specific configuration. In this procedure, one configuration is: - One single bolting assembly lot (i.e. bolts from one manufacturing lot, nuts from one manufacturing lot, washers from one manufacturing lot, - One lubrication, and - One tightening method, with a defined pretension level. Testing should be performed for each new configuration. The specified pretension shall not exceed the nominal pretension level. The test method includes: — the definition of appropriate lubrication to ensure a sufficiently long plastic plateau of the bolt force–rotation curve. (The ability to demonstrate the required functional characteristics of the bolting assembly is highly dependent on the type of lubrication used.) — the evaluation of tightening parameters. — a suitability test to confirm that the required pretension can be reliably obtained by a specific tightening method with a sufficient margin of safety against overtightening. This test methods applies only to static design. Fatigue considerations may govern the design should also be assessed.

Structures en acier — Boulonnerie de construction métallique — Méthode d'essai pour déterminer les paramètres des procédures de serrage des boulons

General Information

Status
Not Published
Current Stage
5000 - FDIS registered for formal approval
Start Date
04-Dec-2025
Completion Date
19-Dec-2025

Overview

ISO/FDIS 18954:2026, titled Steel structures - Structural bolting - Test method to determine parameters of bolt tightening procedures, is an essential international standard published by ISO. This document addresses the need for a reliable test method to define tightening parameters for bolted connections in structural steelwork when existing tightening rules do not apply. It specifically focuses on pretensioning stainless steel and carbon steel bolting assemblies where traditional standards lack guidance-for example, when bolts are pretensioned by turning the head or when custom lubricants are used.

The standard introduces the Bolt Tightening Qualification Procedure (BTQP), a systematic approach to establish design and execution rules that guarantee secure and reproducible bolt pretensioning. This ensures the safety, efficacy, and longevity of bolted steel connections, supporting engineers and quality controllers in developing appropriate tightening methods tailored to specific assembly configurations.


Key Topics

  • Applicability: The BTQP applies only when no predefined tightening parameters exist, such as:

    • Pretensioning bolts by rotating the head instead of the nut
    • Use of stainless steel bolting assemblies requiring special pretensioning
    • Bolts tightened in tapped holes
    • Application of specialized lubricants affecting friction
  • Configuration Specificity: The standard defines one configuration as:

    • Bolts, nuts, and washers all from the same manufacturing lot
    • A single type of lubricant in use
    • One tightening method with a defined pretension level
    • Performance and parameters must be validated for each new configuration individually
  • BTQP Highlights:

    • Establishes lubricants that maintain a stable plastic plateau in the bolt force–rotation curve, vital for consistent pretensioning.
    • Specifies a fitness for purpose test incorporating at least 20 test assemblies to evaluate mechanical performance under tightening.
    • Details parameters and criteria for assessing tightening adequacy and safety margins against overtightening.
    • Defines statistical evaluation techniques using fractile values (5% and 95%) to ensure reliability.
    • Provides detailed requirements for pretension levels not exceeding nominal design levels based on bolt material properties.
  • Mechanical Properties: Refers to compliance with other ISO standards such as ISO 3506 for stainless steel fasteners and ISO 898 for carbon and alloy steel fasteners, ensuring quality of components used in assemblies.

  • Test Apparatus and Procedures: Guidance includes the use of a Bolt Tension Measurement Device (BTMD) to simulate clamped parts and precisely measure bolt forces during testing.


Applications

  • Structural Steel Engineering: Enables customization of bolt tightening procedures in steel frameworks where standard tightening data for specific bolt assemblies is unavailable.
  • Innovative Bolting Assemblies: Vital for projects using non-standard fastening components like bespoke stainless steel fasteners or assemblies requiring head-turn pretensioning.
  • Quality Control & Certification: Assists manufacturers and construction teams in qualifying bolting procedures ensuring structural integrity and compliance with safety standards.
  • Pretension Optimization: Supports the selection and verification of lubricants and tightening methods that optimize bolt pretension, preventing loosening and improving fatigue resistance.
  • New Materials and Methods: Facilitates adaptation to new materials or novel fastening methods, such as those involving special coatings or alternative torque control methods.

Related Standards

  • ISO 3506 Series – Mechanical properties of stainless steel fasteners (bolts, nuts, washers)
  • ISO 898 Series – Mechanical properties of carbon and alloy steel fasteners (bolts, nuts, washers)
  • ISO 17607-1:2023 – Execution of structural steelwork – General requirements and definitions
  • ISO 4014 / ISO 4017 / ISO 4762 – Product standards for bolts and screws referenced within BTQP for classification and lubrication
  • ISO/IEC Directives, Part 1 & 2 – Editorial and procedural guidelines for developing and maintaining ISO standards

ISO/FDIS 18954 defines a clear, rigorous test method critical for customizing and validating bolt tightening procedures in steel structures where conventional standards do not provide parameters. By implementing BTQP, engineers and contractors can assure the safety, performance, and durability of bolted steel joints under varied applications and novel fastening conditions, making this standard indispensable in modern structural bolting practices.

Draft

ISO/FDIS 18954 - Steel structures — Structural bolting — Test method to determine parameters of bolt tightening procedures Released:15. 01. 2026

English language
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Draft

REDLINE ISO/FDIS 18954 - Steel structures — Structural bolting — Test method to determine parameters of bolt tightening procedures Released:15. 01. 2026

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Frequently Asked Questions

ISO/FDIS 18954 is a draft published by the International Organization for Standardization (ISO). Its full title is "Steel structures — Structural bolting — Test method to determine parameters of bolt tightening procedures". This standard covers: This test method is to be used only if no rules and parameters for tightening exist, e.g. for pretensioning of stainless steel bolting assemblies, or when bolts are pretensioned by turning the head. This test method establishes a bolt tightening qualification procedure (BTQP) which provides design and execution rules for pretensioning of stainless steel and carbon steel bolting assemblies with bolting assemblies consisting of one bolt, one nut, and washers as required for the installation method. The test method allows the determination of the tightening parameters for a specific configuration. In this procedure, one configuration is: - One single bolting assembly lot (i.e. bolts from one manufacturing lot, nuts from one manufacturing lot, washers from one manufacturing lot, - One lubrication, and - One tightening method, with a defined pretension level. Testing should be performed for each new configuration. The specified pretension shall not exceed the nominal pretension level. The test method includes: — the definition of appropriate lubrication to ensure a sufficiently long plastic plateau of the bolt force–rotation curve. (The ability to demonstrate the required functional characteristics of the bolting assembly is highly dependent on the type of lubrication used.) — the evaluation of tightening parameters. — a suitability test to confirm that the required pretension can be reliably obtained by a specific tightening method with a sufficient margin of safety against overtightening. This test methods applies only to static design. Fatigue considerations may govern the design should also be assessed.

This test method is to be used only if no rules and parameters for tightening exist, e.g. for pretensioning of stainless steel bolting assemblies, or when bolts are pretensioned by turning the head. This test method establishes a bolt tightening qualification procedure (BTQP) which provides design and execution rules for pretensioning of stainless steel and carbon steel bolting assemblies with bolting assemblies consisting of one bolt, one nut, and washers as required for the installation method. The test method allows the determination of the tightening parameters for a specific configuration. In this procedure, one configuration is: - One single bolting assembly lot (i.e. bolts from one manufacturing lot, nuts from one manufacturing lot, washers from one manufacturing lot, - One lubrication, and - One tightening method, with a defined pretension level. Testing should be performed for each new configuration. The specified pretension shall not exceed the nominal pretension level. The test method includes: — the definition of appropriate lubrication to ensure a sufficiently long plastic plateau of the bolt force–rotation curve. (The ability to demonstrate the required functional characteristics of the bolting assembly is highly dependent on the type of lubrication used.) — the evaluation of tightening parameters. — a suitability test to confirm that the required pretension can be reliably obtained by a specific tightening method with a sufficient margin of safety against overtightening. This test methods applies only to static design. Fatigue considerations may govern the design should also be assessed.

ISO/FDIS 18954 is classified under the following ICS (International Classification for Standards) categories: 91.080.13 - Steel structures. The ICS classification helps identify the subject area and facilitates finding related standards.

ISO/FDIS 18954 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)


FINAL DRAFT
International
Standard
ISO/TC 167
Steel structures — Structural
Secretariat: SN
bolting — Test method to determine
Voting begins on:
parameters of bolt tightening
2026-01-29
procedures
Voting terminates on:
2026-03-26
Structures en acier — Boulonnerie de construction métallique —
Méthode d'essai pour déterminer les paramètres des procédures
de serrage des boulons
RECIPIENTS OF THIS DRAFT ARE INVITED TO SUBMIT,
WITH THEIR COMMENTS, NOTIFICATION OF ANY
RELEVANT PATENT RIGHTS OF WHICH THEY ARE AWARE
AND TO PROVIDE SUPPOR TING DOCUMENTATION.
IN ADDITION TO THEIR EVALUATION AS
BEING ACCEPTABLE FOR INDUSTRIAL, TECHNO­
LOGICAL, COMMERCIAL AND USER PURPOSES, DRAFT
INTERNATIONAL STANDARDS MAY ON OCCASION HAVE
TO BE CONSIDERED IN THE LIGHT OF THEIR POTENTIAL
TO BECOME STAN DARDS TO WHICH REFERENCE MAY BE
MADE IN NATIONAL REGULATIONS.
Reference number
FINAL DRAFT
International
Standard
ISO/TC 167
Steel structures — Structural
Secretariat: SN
bolting — Test method to determine
Voting begins on:
parameters of bolt tightening
procedures
Voting terminates on:
Structures en acier — Boulonnerie de construction métallique —
Méthode d'essai pour déterminer les paramètres des procédures
de serrage des boulons
RECIPIENTS OF THIS DRAFT ARE INVITED TO SUBMIT,
WITH THEIR COMMENTS, NOTIFICATION OF ANY
RELEVANT PATENT RIGHTS OF WHICH THEY ARE AWARE
AND TO PROVIDE SUPPOR TING DOCUMENTATION.
© ISO 2026
IN ADDITION TO THEIR EVALUATION AS
All rights reserved. Unless otherwise specified, or required in the context of its implementation, no part of this publication may
BEING ACCEPTABLE FOR INDUSTRIAL, TECHNO­
LOGICAL, COMMERCIAL AND USER PURPOSES, DRAFT
be reproduced or utilized otherwise in any form or by any means, electronic or mechanical, including photocopying, or posting on
INTERNATIONAL STANDARDS MAY ON OCCASION HAVE
the internet or an intranet, without prior written permission. Permission can be requested from either ISO at the address below
TO BE CONSIDERED IN THE LIGHT OF THEIR POTENTIAL
or ISO’s member body in the country of the requester.
TO BECOME STAN DARDS TO WHICH REFERENCE MAY BE
MADE IN NATIONAL REGULATIONS.
ISO copyright office
CP 401 • Ch. de Blandonnet 8
CH-1214 Vernier, Geneva
Phone: +41 22 749 01 11
Email: copyright@iso.org
Website: www.iso.org
Published in Switzerland Reference number
ii
Contents Page
Foreword .iv
Introduction .v
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Symbols . 2
5 General . 3
6 Mechanical properties of bolting components . 6
7 Fitness for purpose test . 6
7.1 General .6
7.2 Test apparatus.6
7.3 Test assemblies .7
7.4 Test set-up .7
7.5 Test procedure .8
7.6 Evaluation of the test results .9
7.7 Requirements for suitability .10
7.7.1 General .10
7.7.2 Maximum individual value of the bolt force during the tightening test (F ) .10
b,max
7.7.3 Angle of additional nut rotation .10
7.7.4 Individual values of the k-factor .11
7.8 Test report .11
8 Determination of tightening parameters .12
8.1 General . 12
8.2 Criteria for the determination of the tightening parameters . 12
Bibliography . 14

iii
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 document 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).
ISO draws attention to the possibility that the implementation of this document may involve the use of (a)
patent(s). ISO takes no position concerning the evidence, validity or applicability of any claimed patent
rights in respect thereof. As of the date of publication of this document, ISO had not received notice of (a)
patent(s) which may be required to implement this document. However, implementers are cautioned that
this may not represent the latest information, which may be obtained from the patent database available at
www.iso.org/patents. ISO shall not be held responsible for identifying any or all such patent rights.
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 167, Steel and aluminium 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.

iv
Introduction
This document has been prepared to provide provisions and guidance in the testing of bolting assemblies
for pretensioning for which no tightening parameters exist, e.g. when bolts are pretensioned by turning the
head, for pretensioning of stainless steel bolting assemblies, when bolts need to be tightened in tapped holes
or when a special lubrication is used. This document gives provisions and guidance on how to qualify those
bolting assemblies for pretensioning and on how to determine secure tightening parameters.

v
FINAL DRAFT International Standard ISO/FDIS 18954:2026(en)
Steel structures — Structural bolting — Test method to
determine parameters of bolt tightening procedures
1 Scope
This document specifies a test method to determine parameters of bolt tightening procedures for
pretensioned bolted connections to be used in structural steelwork.
The methods to establish bolt tightening procedures given in this document are applicable to pretensioned
bolted connections for which no approved tightening parameters exist in national or international standards.
For example, in cases where bolting assemblies have to be tightened by turning the head instead of the nut,
when conditions deviate from a given harmonized standard for pretensioning of bolting assemblies, or
when stainless steel bolting assemblies are to be pretensioned. In these cases, tightening parameters as well
as tightening procedures can be determined with the use of the Bolt Tightening Qualification Procedure
(BTQP) given in this document.
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 17607-1, Steel structures — Execution of structural steelwork — Part 1: General requirements and terms
and definitions
ISO 3506-1, Fasteners — Mechanical properties of corrosion-resistant stainless steel fasteners — Part 1: Bolts,
screws and studs with specified grades and property classes
ISO 3506-2, Fasteners — Mechanical properties of corrosion-resistant stainless steel fasteners — Part 2: Nuts
with specified grades and property classes
ISO 3506-7, Fasteners — Mechanical properties of corrosion-resistant stainless steel fasteners — Part 7: Flat
washers with specified grades and property classes
ISO 898-1, Mechanical properties of fasteners made of carbon steel and alloy steel — Part 1: Bolts, screws and
studs with specified property classes — Coarse thread and fine pitch thread
ISO 898-2, Fasteners — Mechanical properties of fasteners made of carbon steel and alloy steel — Part 2: Nuts
with specified property classes
ISO 898-3, Mechanical properties of fasteners made of carbon steel and alloy steel — Part 3: Flat washers with
specified property classes
3 Terms and definitions
For the purposes of this document, the terms given in ISO 17607-1 and the following terms and definitions
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
bolting assembly lot
bolting assemblies tested and supplied together as a set comprising:
— bolts from a single manufacturing lot;
— nuts from a single manufacturing lot;
— washers from a single manufacturing lot
3.2
snug tight condition
condition that exists when all of the plies in a connection have been pulled into firm contact by the bolts in
the joint and all of the bolts in the joint have been tightened sufficiently to prevent the removal of the nuts
without the use of a wrench
Note 1 to entry: For pretensioned and slip-resistant joints, it is additionally the tightness of a bolt achieved by a few
impacts of an impact wrench, by the full effort of a person using a standard podger spanner or by application of an
electric torque wrench until the wrench starts to slow.
[SOURCE: ISO 17607-1:2023, 3.5.18, modified — Note 1 to entry modified, use of electric torque wrench was
added.]
3.3
pretensioning
DEPRECATED: preloading
method of installing bolts with a minimum specified pretension
[SOURCE: ISO 17607-1:2023, 3.5.30, modified — definition changed to emphasize method, Note 1 to entry
deleted.]
4 Symbols
A nominal stress area of the bolt, (mm )
s
d nominal bolt diameter, (mm)
F bolt force during the test, (kN)
b
F individual value of the bolt force related to a given nut rotation, torque or bolt elongation, (kN)
bi
F individual value of the maximum bolt force reached during the test, (kN)
bi,max
F mean value of F values, (kN)
bi,m bi
F nominal pretension level F = 0,7 ∙ f ∙ A
p,c p,C ub s
F specified pretension level below or equal to F = 0,7 ∙ f ∙ A (kN)
p p,C ub s
F the individual value of the bolt force F related to the considered tightening parameter (kN)
tpi p
F the minimum value of all F values (kN)
tp,min tpi
F the maximum value of all F values (kN)
tp,max tpi
F the mean value of all F values (kN)
tp,m tpi
F the 5 % fractile of all F values (kN)
tp,5 % tpi
F the 95 % fractile of all F values (kN)
tp,95 % tpi
f nominal tensile strength of the bolt material, (MPa)
ub
k individual value of the k-factor M/(d∙F )
i p
k mean value of the individual values of the k-factor of one test series
m
k the quantile factor according to Table 3
n
M tightening torque (Nm)
n the amount of test results within a test series
s standard deviation of a characteristic considered for a series of tests
F
V coefficient of variation of a characteristic considered for a series of tests
F
θ angle of rotation of the nut relative to the bolt, starting from a pretension of F = 2 kN (°)
b
θ individual value of the angle θ related to the considered tightening parameter, starting from a
tpi
pretension of F = 2 kN (°)
b
θ individual value of the angle θ at which the bolt force has first reached the value of F , starting
pi p
from a pretension of F = 2 kN (°)
b
θ individual value of the angle θ at which the bolt force has reached its maximum value F ,
1i bi, max
starting from a pretension of F = 2 kN (°)
b
θ individual value of the angle θ at which the test is stopped, starting from a pretension of F = 2 kN (°)
2i b
∆θ individual angle difference (θ - θ ), (°)
1i 1i pi
∆θ individual angle difference (θ - θ ), (°)
2i 2i pi
∆θ minimum required value of the angle difference ∆θ as specified in the relevant product standard
2i,min 2i
respectively Table 2 (°)
Σt clamp length given as the total thickness of the clamped parts between the nut bearing face and
the bolt head bearing face, (mm)
5 General
The given procedure in this document only applies if no rules and parameters for tightening exist, e.g. when
bolts are pretensioned by turning the head,
...


ISO/TC 167
Secretariat: SN
Date: 2025-12-032026-01-14
Steel structures – — Structural bolting –— Test method to determine
parameters of bolt tightening procedures
Structures en acier – — Boulonnerie de construction métallique -— Méthode d'essai pour déterminer les
paramètres des procédures de serrage des boulons
FDIS stage
All rights reserved. Unless otherwise specified, or required in the context of its implementation, 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
CP 401 • Ch. de Blandonnet 8
CH-1214 Vernier, Geneva
Phone: + 41 22 749 01 11
Fax: +41 22 749 09 47
EmailE-mail: copyright@iso.org
Website: www.iso.org
Published in Switzerland
ii
Contents
Foreword . iv
Introduction . v
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Symbols . 2
5 General . 3
6 Mechanical properties of bolting components . 7
7 Fitness for purpose test . 7
7.1 General . 7
7.2 Test apparatus . 7
7.3 Test assemblies. 8
7.4 Test set-up . 8
7.5 Test procedure . 9
7.6 Evaluation of the test results . 10
7.7 Requirements for suitability . 12
7.8 Test report . 13
8 Determination of tightening parameters . 14
8.1 General . 14
8.2 Criteria for the determination of the tightening parameters . 14
Bibliography . 17

iii
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 document 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).
ISO draws attention to the possibility that the implementation of this document may involve the use of (a)
patent(s). ISO takes no position concerning the evidence, validity or applicability of any claimed patent rights
in respect thereof. As of the date of publication of this document, ISO had not received notice of (a) patent(s)
which may be required to implement this document. However, implementers are cautioned that this may not
represent the latest information, which may be obtained from the patent database available at
www.iso.org/patents. ISO shall not be held responsible for identifying any or all such patent rights.
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 167, Steel and aluminium 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.
iv
Introduction
This document has been prepared to provide provisions and guidance in the testing of bolting assemblies for
pretensioning for which no tightening parameters exist, e.g. when bolts are pretensioned by turning the head,
for pretensioning of stainless steel bolting assemblies, when bolts need to be tightened in tapped holes or
when a special lubrication is used. This document gives provisions and guidance on how to qualify those
bolting assemblies for pretensioning and on how to determine secure tightening parameters.
v
Steel structures – — Structural bolting –— Test method to determine
parameters of bolt tightening procedures
1 Scope
This document specifies a test method to determine parameters of bolt tightening procedures for
pretensioned bolted connections to be used in structural steelwork.
The methods to establish bolt tightening procedures given in this document are applicable to pretensioned
bolted connections for which no approved tightening parameters exist in national or international standards.
For example, in cases where bolting assemblies have to be tightened by turning the head instead of the nut,
when conditions deviate from a given harmonized standard for pretensioning of bolting assemblies, or when
stainless steel bolting assemblies are to be pretensioned. In these cases, tightening parameters as well as
tightening procedures can be determined with the use of the Bolt Tightening Qualification Procedure (BTQP)
given in this document.
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 17607-1, Steel structures — Execution of structural steelwork — Part 1: General requirements and terms
and definitions
ISO 3506-1, Fasteners - — Mechanical properties of corrosion-resistant stainless steel fasteners - — Part 1: Bolts,
screws and studs with specified grades and property classes
ISO 3506-2, Fasteners - — Mechanical properties of corrosion-resistant stainless steel fasteners - — Part 1: Bolts,
screws and studs 2: Nuts with specified grades and property classes
ISO 3506-7, Fasteners - — Mechanical properties of corrosion-resistant stainless steel fasteners - — Part 7: Flat
washers with specified grades and property classes
ISO 898-1, Mechanical properties of fasteners made of carbon steel and alloy steel - — Part 1: Bolts, screws and
studs with specified property classes - — Coarse thread and fine pitch thread
ISO 898-2, Fasteners - — Mechanical properties of fasteners made of carbon steel and alloy steel - — Part 2: Nuts
with specified property classes
ISO 898-3, Mechanical properties of fasteners made of carbon steel and alloy steel - — Part 3: Flat washers with
specified property classes
3 Terms, and definitions and abbreviated terms
For the purposes of this document, the terms given in ISO 17607-1:2023 and the following terms and
definitions 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
manufacturing lot
quantity of structural bolting components of a single designation including product grade, property class and
size, manufactured from bar, wire, rod or flat product from a single cast, processed through the same or similar
steps at the same time or over a continuous time period, and through the same heat treatment and coating
process, if any
[SOURCE: ISO 17607-1:2023, 3.5.6]
3.1 3.2
bolting assembly lot
bolting assemblies tested and supplied together as a set comprising:
— — bolts from a single manufacturing lot (3.1);;
— — nuts from a single manufacturing lot;
— — washers from a single manufacturing lot
3.2 3.3
snug tight condition
condition that exists when all of the plies in a connection have been pulled into firm contact by the bolts in the
joint and all of the bolts in the joint have been tightened sufficiently to prevent the removal of the nuts without
the use of a wrench
Note 1 to entry: For pretensioned and slip-resistant joints, it is additionally the tightness of a bolt achieved by a few
impacts of an impact wrench, by the full effort of a person using a standard podger spanner or by application of an electric
torque wrench until the wrench starts to slow.
[SOURCE: ISO 17607-1:2023, 3.5.18 –, modified –— Note 1 to entry modified, use of electric torque wrench
was added].]
3.3 3.4
pretensioning
DEPRECATED: preloading
method of installing bolts with a minimum specified pretension
[SOURCE: ISO 17607-1:2023, 3.5.30 –, modified –— definition changed to emphasize method, Note 1 to entry
deleted].]
4 Symbols
A nominal stress area of the bolt, (mm )
s
d nominal bolt diameter, (mm)
F bolt force during the test, (kN)
b
F individual value of the bolt force related to a given nut rotation, torque or bolt elongation, (kN)
bi
F individual value of the maximum bolt force reached during the test, (kN)
bi,max
F mean value of F values, (kN)
bi,m bi
F nominal pretension level F = 0,7 ∙ f ∙ A
p,c p,C ub s
F specified pretension level below or equal to F = 0,7 ∙ f ∙ A (kN)
p p,C ub s
F the individual value of the bolt force F related to the considered tightening parameter (kN)
tpi p
F the minimum value of all F values (kN)
tp,min tpi
F the maximum value of all F values (kN)
tp,max tpi
F the mean value of all F values (kN)
tp,m tpi
F the 5 % fractile of all F values (kN)
tp,5 % tpi
F the 95 % fractile of all F values (kN)
tp,95 % tpi
f nominal tensile strength of the bolt material, (MPa)
ub
k individual value of the k-factor M/(d∙F )
i p
k mean value of the individual values of the k-factor of one test series
m
k the quantile factor according to Table 3Table 3
n
M tightening torque (Nm)
n the amount of test results within a test series
s standard deviation of a characteristic considered for a series of tests
F
V coefficient of variation of a characteristic considered for a series of tests
F
θ angle of rotation of the nut relative to the bolt, starting from a pretension of F = 2 kN (°)
b
θ individual value of the angle θ related to the considered tightening parameter, starting from a
tpi
pretension of F = 2 kN (°)
b
θ individual value of the angle θ at which the bolt force has first reached the value of F , starting
pi p
from a pretension of F = 2 kN (°)
b
θ individual value of the angle θ at which the bolt force has reached its maximum value F ,
1i bi, max
starting from a pretension of F = 2 kN (°)
b
θ individual value of the angle θ at which the test is stopped, starting from a pretension of F = 2 kN
2i b
(°)
∆θ individual angle difference (θ - θ ), (°)
1i 1i pi
∆θ individual angle difference (θ - θ ), (°)
2i 2i pi
∆θ minimum required value of the angle difference ∆θ as specified in the relevant product standard
2i,min 2i
respectively Table 2Table 2 (°)
Σt clamp length given as the total thickness of the clamped parts between the nut bearing face and
the bolt head bearing face, (mm)
5 General
The given procedure in this document only applies if no rules and parameters for tightening exist, e.g. when
bolts are pretensioned by turning the head, for pretensioning of stainless steel bolting assemblies, when bolts
need to be tightened in tapped holes or when a special lubrication is used.
The test method to establish bolt tightening procedures (Bolt Tightening Qualification Procedure) provides
design and execution rules for pretensioning of stainless steel, carbon and alloy steel bolting assemblies with
bolting assemblies consisting of one bolt, one nut, and washers as required for the installation method. One
washer should be installed between the clamped parts and the bolt head and the other washer should be
installed between the clamped parts and the nut. Within the BTQP, clamped parts are represented by the Bolt
Tension Measurement Device (BTMD).
The given Bolt Tightening Qualification Procedure allows the determination of the tightening parameters for
only one configuration. In this procedure, one configuration is:
— — one single bolting assembly lot (i.e. bolts from one manufacturing lot, nuts from one manufacturing
lot, washers from one manufacturing lot);
— — one lubricant;
— — one tightening method, with definition of the part to be rotated and the required pretension level.
The BTQP is only valid for the inspected configuration and should be performed for each new configuration.
The specified pretension F shall not exceed the nominal pretension level F .
p p,C
The BTQP includes:
— — the definition of appropriate lubrication to ensure a sufficiently long plastic plateau of the bolt force–
rotation curve where ∆θ ≥ ∆θ (the ability to demonstrate the required functional characteristics of
2i 2i,min
the bolting assembly is highly dependent on the type of lubrication used);
— — a suitability test to confirm that the required pretension can be reliably obtained by a specific
tightening method with a sufficient margin of safety against overtightening;
— — the evaluation of tightening parameters.
A schematic overview of the BTQP is given in Figure 1Figure 1. The detailed parameters and requirements
are given in Clause 6Clause 6 to Clause 8Clause 8.
De�initionof initial parameters for pretensioning
Product Standard Lubrication Tightening Method Target pretensionF Other properties
p
• ISO 4014 Selection of a • Torque method • Target level I or II • Property class
• ISO 4017 lubricant which • Combined method • Required pretension • Coating system
• ISO 4762 is recommended • Turn of nut method base on design • etc.
• etc. for the • Hydraulic Tensioni
...

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