ISO 2408:2017
(Main)Steel wire ropes — Requirements
Steel wire ropes — Requirements
ISO 2408:2017 specifies requirements for the manufacture, testing, acceptance, packing, marking and issuing of a certificate of quality of wire ropes. It is applicable to round strand ropes and compacted strand ropes made from wires ropes that are uncoated (bright), zinc-coated or Zn-Al coated. It is not applicable to ropes for - mining purposes, - aircraft control, - aerial ropeways and funiculars, and - lifts.
Câbles en acier — Exigences
General Information
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Standards Content (Sample)
INTERNATIONAL ISO
STANDARD 2408
Fourth edition
2017-06
Steel wire ropes — Requirements
Câbles en acier — Exigences
Reference number
©
ISO 2017
© ISO 2017, Published in Switzerland
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ii © ISO 2017 – All rights reserved
Contents Page
Foreword .v
Introduction .vii
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Requirements . 2
4.1 Material . 2
4.1.1 Wire . 2
4.1.2 Core . 2
4.1.3 Lubricant . 2
4.2 Rope manufacture . 2
4.2.1 General. 2
4.2.2 Wire joints . 3
4.2.3 Lubrication . 3
4.2.4 Preformation and postformation. 3
4.2.5 Construction . 3
4.2.6 Grade . 3
4.2.7 Wire finish . 3
4.2.8 Direction and type of lay . 4
4.3 Designation and classification . 4
4.4 Dimensions . 4
4.4.1 Diameter . 4
4.4.2 Lay length . 5
4.4.3 Rope length . 6
4.5 Breaking force . 6
4.5.1 General. 6
4.5.2 Ropes produced in series . 6
5 Verification of requirements and test methods . 7
5.1 Materials . 7
5.2 Rope manufacture . 7
5.3 Test on rope for diameter . 7
5.4 Test on rope for breaking force . 8
5.4.1 Method 1: Measured breaking force, F .
m 8
5.4.2 Method 2: Calculated measured (post-spin) breaking force . 8
5.4.3 Method 3: Calculated measured (pre-spin) breaking force . 9
5.4.4 Method 4: Measured aggregate breaking force, F .
e.m 9
6 Information for use . 9
6.1 Certificate . 9
6.1.1 General. 9
6.1.2 Test results .10
6.2 Packaging and marking.10
6.2.1 Packaging.10
6.2.2 Marking .10
Annex A (normative) Dimensional and mechanical properties of round wires (before
rope making) .12
Annex B (normative) Sampling and acceptance criteria for type testing of ropes produced
in series .15
Annex C (normative) Calculation of minimum breaking force for ropes in the tables of
Annex D and Annex H.17
Annex D (normative) Tables of minimum breaking forces for more common rope classes,
sizes and grades .20
Annex E (informative) Tests on wires taken from the rope .43
Annex F (informative) Comparison between metric and imperial rope sizes .45
Annex G (informative) Rope grade approximations .47
Annex H (informative) Large diameter wire ropes .48
Bibliography .50
iv © ISO 2017 – All rights reserved
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 on 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 the following
URL: w w w . i s o .org/ iso/ foreword .html.
This document was prepared by Technical Committee ISO/TC 105, Steel wire ropes.
This fourth edition cancels and replaces the third edition (ISO 2408:2004), which has been technically
revised with the following main changes:
— “general purposes” and “minimum” have been deleted from the title;
— “oil and gas industry and fishing” has been deleted in the scope;
— the definitions of “calculated aggregate minimum breaking force of core, F ” have been increased;
— in Table 1, Rope grade 2160 has been increased to 2 360 MPa;
— the sentence “All wires of the same nominal diameter in the same wire layer shall be of the same
tensile strength grade.” in 4.1.1 has been deleted;
— in 4.2.2, the sentence “Twisting for wires up to and including 0,4 mm, and brazing for wires over
0,4 mm,” has been deleted and has been replaced with “the minimum distance between wire joints
within one strand shall be 20 × d”;
— “type” has been used to replace “duty” in 4.2.3, and the sentence “The purchaser should specify the
rope duty or any particular lubrication requirements” has been deleted;
— “Zn-Al coated” has been increased in 4.2.7;
— note d) in 4.5.1 has been deleted;
— the “breaking force testing requirements without ISO quality system” column in Table 4 has been
deleted;
— the requirement of measuring instrument for diameter measurement in 5.3 has been increased;
— these sentences in 5.4.1 have been deleted:
“a) the selected test piece shall have its ends secured to ensure that the rope does not unravel;
b) the minimum free test length excluding any rope terminations shall be 600 mm or 30 × nominal
rope diameter, whichever is the greater;
c) after 80 % of the minimum breaking force has been applied, the force shall be increased at a
rate of not more than 0,5 % of the minimum breaking force per second”;
— the “measured aggregate breaking force, F ” in 5.4.4 has been increased;
e.m
— in 6.1.1, g) maximum wire diameter and h) metallic cross-sectional area have been added;
— in 6.1.2 b) mass of coating, “(if applicable)” has been added;
— markings have been detailed in 6.2;
— the sentence “The value of wire exceeding the grades in the table should be agreed by the supplier
and purchaser” has been added in Annex A;
— B.2 has been added in Annex B;
— in Annex C (previously Annex D), the metallic cross-section ratio, the weight ratio, and the calculating
ratio for compacted strand wire rope columns have been added;
— in Annex D (previously Annex C), 6 × 19 M, 8 × 7, 18 × 19S, 18 × 19W, 36(M) × 7 have been added in
rope construction and tables for 4 × 19 class, 4 × 36 class and K4 × 35N class have been added;
— “rope grade equivalents” has been changed to “rope grade approximations” in Annex G, and a note
has been added;
— Annex H has been added;
— editorial revisions have been made.
vi © ISO 2017 – All rights reserved
Introduction
This document was developed in response to a worldwide demand for a specification giving
requirements for steel wire ropes.
As in previous editions, this document specifies metric sizes and grades of rope for the more common
classes of rope; see Annex F. A comparison of rope grades is provided in Annex G.
INTERNATIONAL STANDARD ISO 2408:2017(E)
Steel wire ropes — Requirements
1 Scope
This document specifies requirements for the manufacture, testing, acceptance, packing, marking and
issuing of a certificate of quality of wire ropes. It is applicable to round strand ropes and compacted
strand ropes made from wires ropes that are uncoated (bright), zinc-coated or Zn-Al coated.
It is not applicable to ropes for
— mining purposes,
— aircraft control,
— aerial ropeways and funiculars, and
— lifts.
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 2232:1990, Round drawn wire for general purpose non-alloy steel wire ropes and for large diameter
steel wire ropes — Specifications
ISO 3108, Steel wire ropes for general purposes — Determination of actual breaking load
ISO 4345, Steel wire ropes — Fibre main cores — Specification
ISO 4346, Steel wire ropes for general purposes — Lubricants — Basic requirements
ISO 6892-1, Metallic materials — Tensile testing — Part 1: Method of test at room temperature
ISO 7800, Metallic materials — Wire — Simple torsion test
ISO 17893, Steel wire ropes — Vocabulary, designation and classification
3 Terms and definitions
For the purposes of this document, the terms and definitions given in ISO 17893 and the following apply.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
— ISO Online browsing platform: available at http:// www .iso .org/ obp
— IEC Electropedia: available at http:// www .electropedia .org/
3.1
calculated aggregate minimum breaking force of core
F
value of the aggregate minimum breaking force obtained by calculation from the cross-sectional area
(based on nominal wire diameter) and tensile strength grade of each wire in the core, as given in the
manufacturer’s rope design
4 Requirements
4.1 Material
4.1.1 Wire
Before rope making, wires shall conform to the diameter, torsion and, where applicable, coating
requirements specified in Annex A.
NOTE 1 Annex A is based on ISO 2232 but with extended wire sizes and wire tensile strength grades.
NOTE 2 For a given wire size and tensile strength grade, the torsional properties of the wires in
ISO 10425:2003, A.2 meet or exceed the values given in Annex A.
For those ropes where a rope grade is applicable, the tensile strength grades of the wires shall be
subject to the limits given in Table 1.
Table 1 — Tensile strength grades of wires (excluding centre and filler wires) for given rope
grades
Rope grade Range of wire tensile strength grades
N/mm
1570 1 370 to 1 770
1770 1 570 to 1 960
1960 1 770 to 2 160
2160 1 960 to 2 360
NOTE 3 The minimum breaking force values of those ropes of grades 1570, 1770, 1960 and 2160 as covered by
Table D.1 to Table D.14 are calculated on the basis of rope grade and not individual wire tensile strength grades.
The methods of test shall be in accordance with ISO 2232.
4.1.2 Core
Cores of single-layer stranded ropes shall normally be of steel or fibre, although other types such as
composites (e.g. steel plus fibre or steel plus polymer) or solid polymer may also be supplied.
The purchaser should specify any particular core type requirements.
Fibre cores for single-layer stranded ropes shall conform to ISO 4345 and rope diameters 8 mm and
above shall be doubly closed (i.e. from yarn into strand and from strand into rope).
Natural fibre cores shall be treated with an impregnating compound to inhibit rotting and decay.
Steel cores shall be either an independent wire rope (IWRC) or a wire strand (WSC).
Steel cores of single-layer stranded ropes larger than 12 mm diameter shall be an independent wire
rope (IWRC), unless specified otherwise.
4.1.3 Lubricant
Lubricants shall conform to ISO 4346.
4.2 Rope manufacture
4.2.1 General
All the wires in a strand shall have the same direction of lay.
2 © ISO 2017 – All rights reserved
The core, except for compacted (swaged) ropes, shall be designed (steel) or selected (fibre) so that in a
new rope under tension on the closing machine, there is clearance between the outer strands.
The completed rope shall be evenly laid and free from loose wires, distorted strands and other
irregularities.
The new wire rope shall not have a three-dimensional wave.
Rope ends that have no end fittings shall, when necessary, be secured so as to maintain the integrity of
the wire rope and prevent its unlaying.
4.2.2 Wire joints
Wires over 0,4 mm in diameter shall, where necessary, have their ends joined by welding.
Wires up to and including 0,4 mm diameter shall, where necessary, be joined by brazing, welding or by
ends being simply inserted in the strand’s formation.
The minimum distance between wire joints within one strand shall be 20 × rope diameter (d).
4.2.3 Lubrication
The amount of lubrication and type of lubricant shall be appropriate to the rope type and its use.
4.2.4 Preformation and postformation
Ropes shall be preformed and/or postformed unless specified otherwise by the purchaser.
NOTE Large diameter wire rope, some parallel-closed and rotation-resistant ropes, can be non-preformed
or be only partially preformed.
4.2.5 Construction
The rope construction shall be either one of those covered in Annex D, Annex H or as stated by the
manufacturer.
If the purchaser only specifies the rope classification, the manufacturer should state the rope
construction clearly.
The purchaser should specify the rope construction or classification.
4.2.6 Grade
The rope grades for the more common classes of ropes shall be as given in Table D.1 to Table D.22.
Other rope grades, including those as given in ISO 10425, may be supplied by agreement between the
purchaser and the manufacturer, providing all of the other requirements are met.
NOTE Not all ropes will necessarily have a rope grade.
4.2.7 Wire finish
The finish of the wires shall be uncoated (bright), zinc-coated quality B, zinc coated quality A or Zn-
Al coated.
For ropes of bright wire finish, substitution of bright wires by zinc-coated wires shall be limited to
inner wires, centre wires, filler wires and core wires.
For ropes of zinc coated wire finish, all of the wires shall be zinc coated, including those of any steel core.
Where zinc-coated is specified, this may also include Zn-Al alloy.
4.2.8 Direction and type of lay
The direction and type of rope lay shall be one of the following:
a) right ordinary lay (sZ);
NOTE 1 Formerly referred to as right hand ordinary (designated RHO) and right regular lay
(designated RRL).
b) left ordinary lay (zS);
NOTE 2 Formerly referred to as left hand ordinary (designated LHO) and left regular lay (designated LRL).
c) right lang lay (zZ);
NOTE 3 Formerly referred to as right hand langs (designated RHL) or right lang lay (designated RLL).
d) left lang lay (sS);
NOTE 4 Formerly referred to as left hand langs (designated LHL) or left lang lay (designated LLL).
The direction and type of rope lay should be specified by the purchaser.
4.3 Designation and classification
Rope designation and classification shall conform to the system requirements of ISO 17893.
4.4 Dimensions
4.4.1 Diameter
4.4.1.1 General
The nominal diameter shall be the dimension by which the rope is designated.
4.4.1.2 Tolerance
When measured in accordance with 5.3, the measured diameter shall be within the tolerances given in
Table 2.
4 © ISO 2017 – All rights reserved
Table 2 — Tolerances on rope diameter
Tolerance as percentage of nominal diameter
Nominal rope
diameter
Ropes with strands that are
Rope type
Ropes with strands that
d
exclusively of wire or incorporate
a
incorporate fibre centres
mm
solid polymer centres
+8
2 ≤ d < 4 —
+7 +9
4 ≤ d < 6
0 0
Round steel wire
+6 +8
6 ≤ d < 8
rope 0 0
+5 +7
8 ≤ d < 60
0 0
+5
d ≥ 60 —
Compacted strand
+5
d ≥ 10 —
rope
a
For example, 6 × 24 FC-FC.
4.4.1.3 Difference between diameter measurements
The difference between any two of the four measurements taken in accordance with 5.3 and expressed
as a percentage of the nominal rope diameter shall not exceed the values given in Table 3.
Table 3 — Permissible differences between any two diameter measurements
Differences as percentage of nominal diameter
Nominal rope diameter
Ropes with strands that are
Rope type d
exclusively of wire or Ropes with strands that
mm a
incorporate solid polymer incorporate fibre centres
centres
2 ≤ d < 4 7 —
4 ≤ d < 6 6 8
Round steel
6 ≤ d < 8 5 7
wire rope
8 ≤ d < 60 4 6
d ≥ 60 4 —
Compacted
d ≥ 10 4 —
strand rope
a
For example, 6 × 24 FC-FC.
4.4.2 Lay length
For single-layer ropes of 6 × 7 class, the length of lay of the finished rope shall not exceed 8 × d.
For other single-layer ropes with round strands (except those with three or four strands), parallel
closed ropes and rotation-resistant ropes with round strands or shaped strands, the length of lay of the
finished rope shall not exceed 7,5 × d.
For single-layer ropes with shaped strands, e.g. triangular strand, the length of lay of the finished rope
shall not exceed 10 × d.
4.4.3 Rope length
The length of rope supplied, under no load, shall be equivalent to the specified length subject to the
following tolerances:
+5
— ≤400 m: % ;
+20
— >400 m and ≤1 000 m: m ;
+2
— >1 000 m: % .
4.5 Breaking force
4.5.1 General
The minimum breaking force, F , for a given rope diameter and construction shall be either
min
a) as given in Table D.1 to Table D.22 or Table H.1, or
b) as stated by the manufacturer.
For the determination of minimum breaking forces of rope diameters not listed in Table D.1 to Table D.22
or Table H.1, calculations in accordance with Annex C can be used.
When tested in accordance with 5.4.1, the measured breaking force, F , shall be greater than or equal
m
to the minimum breaking force, F .
min
Breaking force testing requirements shall be in accordance with Table 4.
NOTE The requirements for breaking force testing take into account: a) the rope size; b) whether or not
ropes are produced in series, i.e. repeatedly produced; c) whether or not the minimum breaking force factor is
consistent throughout a range of diameters.
4.5.2 Ropes produced in series
The manufacturer shall be able to provide the results from type testing in accordance with the sampling
and acceptance criteria in Annex B.
Type testing shall be repeated on any rope that has its design changed in any way which results in a
modified (e.g. increased) breaking force. If the same design, apart from wire tensile strength grades,
is used for ropes of a lower grade or lower breaking force, or both, than the one which has successfully
passed the type testing requirements, it shall not be necessary to repeat the tests on those ropes
provided the breaking force is calculated with the same spinning loss.
Subsequent production lengths of ropes produced in series shall be deemed to conform to the breaking
force requirements when the manufacturer has satisfactorily completed, on a sample from every 20th
production length
a) the appropriate type tests (see Annex B), and
b) a periodic breaking force test in accordance with Method 1 (see 5.4.1) or one of the alternative
methods, known as Method 2 (see 5.4.2), Method 3 (see 5.4.3) and Method 4 (see 5.4.4).
6 © ISO 2017 – All rights reserved
Table 4 — Breaking force testing requirements
Rope Min. breaking
Breaking force testing requirements
diameter force factor
Up to and Same factor Breaking force test in accordance with 5.4.1 (Method 1) on a sample from
including throughout a each production length;
60 mm subgroup of rope Or, if produced in series, type testing in accordance with the sampling
diameters regime and acceptance criteria of B.1 plus periodic breaking force test in
accordance with 5.4.1 (Method 1), 5.4.2 (Method 2), 5.4.3 (Method 3) or
5.4.4 (Method 4)on a sample from every 20th production length relating to
the subgroup of diameters.
Different factor Breaking force test in accordance with 5.4.1 (Method 1) on a sample from
throughout a each production length;
subgroup of rope Or, if produced in series, type testing in accordance with the sampling
diameters regime and acceptance criteria of B.2 plus periodic test in accordance with
5.4.1 (Method 1), 5.4.2 (Method 2), 5.4.3 (Method 3) or 5.4.4(Method 4) on
a sample from every 20th production length of a given rope diameter and
construction.
Over 60 mm Breaking force test in accordance with 5.4.1 (Method 1), 5.4.2 (Method
2), 5.4.3 (Method 3) or 5.4.4 (Method 4)on a sample from each production
length, or either of the following:
a) if produced in series, type testing in accordance with B.2 plus periodic
breaking force test in accordance with 5.4.1 (Method 1), 5.4.2 (Method 2),
5.4.3 (Method 3) or 5.4.4 (Method 4) on a sample from every 20th
production length; or
b) if produced for supply as a set of ropes of the same design for a
specific installation the alternative breaking force testing and sampling as
also given in B.2.
NOTE Breaking force type testing demonstrates that a steel wire rope produced in series and certified by the
manufacturer as conforming to this document possesses the minimum breaking force stated by the manufacturer. The
purpose of these tests is to prove the design, material and method of manufacture.
5 Verification of requirements and test methods
5.1 Materials
Conformity with the wire, core and lubricant requirements shall be confirmed through a visual
verification of the inspection documents supplied with the wire, core and lubricant, respectively.
5.2 Rope manufacture
Conformity with the requirements for wire joints and preformation shall be confirmed through visual
verification.
5.3 Test on rope for diameter
Diameter measurements shall be taken on a straight portion of rope, either under no tension or a
tension not exceeding 5 % of the minimum breaking force, at two positions spaced at least 1 m apart. At
each position, two measurements, at 90° apart, of the circumscribed circle diameter shall be taken. The
measuring equipment shall extend over at least two adjacent strands (see Figure 1).
The average of these four measurements shall be the measured in diameter.
For wire rope diameter ≤26 mm, the minimum scale value of the measuring instrument shall be
0,02 mm or less. For wire rope diameter from 26 mm to 100 mm, the minimum scale value of the
measuring instrument shall be 0,05 mm or less. For wire rope over 100 mm, the minimum scale value of
the measuring instrument shall be 0,1 mm or less.
Figure 1 — Method of measuring rope diameter
5.4 Test on rope for breaking force
5.4.1 Method 1: Measured breaking force, F
m
Besides following regulations, the testing method and acceptance shall be in accordance with ISO 3108.
a) If the measured breaking force, F , reaches or exceeds the minimum breaking force, F , the test
m min
may be terminated without breaking the rope.
b) If in the first tensile test, the measured breaking force, F , does not reach the minimum breaking
m
force, F , it can be repeated three additional times. Once a test reaches or exceeds the F , the
min min
wire rope has met the minimum breaking force.
c) If the breaking is within the distance 6 times of wire rope diameter from the clamp or the ends, and
F is less than F , the testing shall be determined invalid, the invalid test is not counted as one of
m min
the four allowed tests.
5.4.2 Method 2: Calculated measured (post-spin) breaking force
Add together the measured breaking forces of all the individual wires after they have been removed
from the rope and multiply this value by either
a) the spinning loss factor derived from Annex C, or
b) the partial spinning loss factor obtained from the results of type testing.
The partial spinning loss factor used in the calculation shall be the lowest of the three values obtained
from type testing.
In the case of triangular strand ropes, the triangular centre of the strand may be considered as an
individual wire.
The wires shall be tested in accordance with the wire tensile test specified in ISO 6892-1.
NOTE The result from this test is known as the “calculated measured (post-spin) breaking force”.
When this method (i.e. Method 2) is used for the periodic test (see Table 4) and the calculated measured
(post-spin) breaking force value is less than the intended minimum breaking force value, another test
using Method 1 shall be carried out.
If the measured (actual) breaking force in this second test fails to meet the intended minimum breaking
force value, the minimum breaking force shall be de-rated to a value not exceeding the measured
(actual) breaking force value and type testing shall be repeated using Method 1.
8 © ISO 2017 – All rights reserved
In such cases, the rope grade shall either be de-rated in line with the de-rated minimum breaking force
value or deleted from the rope designation.
5.4.3 Method 3: Calculated measured (pre-spin) breaking force
Add together the measured breaking forces of all the individual wires before they are laid into the rope
and multiply this value by the total spinning loss factor obtained from the results of type testing. The
total spinning loss factor used in the calculation shall be the lowest value of the three values obtained
from type testing.
The wires shall be tested in accordance with the wire tensile test specified in ISO 6892-1.
NOTE The result from this test is known as the “calculated measured (pre-spin) breaking force”.
When this method (i.e. Method 3) is used for the periodic test (see Table 4) and the calculated measured
(pre-spin) breaking force value is less than the intended minimum breaking force value, another test
using Method 1 shall be carried out.
If the measured breaking force in this second test fails to meet the intended minimum breaking force
value, the minimum breaking force shall be de-rated to a value not exceeding the measured breaking
force value and type testing shall be repeated using Method 1.
5.4.4 Method 4: Measured aggregate breaking force, F
e.m
5.4.4.1 The wires from the rope shall be tested in accordance with the wire tensile test specified in
ISO 6892-1.
5.4.4.2 Add together the breaking forces of all individual wires if all wires tested.
5.4.4.3 If partial wires are tested, the aggregate breaking force of wires is calculated by Formula (1):
F = F + F N + F N + F N +… + F N (1)
e.m 0 1 1 2 2 3 3 n n
where
F is the calculated aggregate minimum breaking force of core;
F , F , F …F is the sum of the measured breaking force of wires in the same construction, same
1 2 3 n
diameter strand and the calculated breaking force of wires not tested;
N , N , N …N are the numbers of the same construction and same diameter strands of wire rope.
1 2 3 n
The sampling parameters conform to Annex E .
If testing two strands or more for the same construction and same diameter strands, it should be
calculated by average value.
In such cases, the rope grade shall either be de-rated in line with the de-rated minimum breaking force
value or deleted from the rope designation.
6 Information for use
6.1 Certificate
6.1.1 General
A certificate shall confirm conformity with this document.
Unless specified otherwise by the purchaser, the certificate shall give at least the following information:
a) certificate number;
b) name and address of the manufacturer;
c) quantity and nominal length of rope (optional);
d) rope designation (see ISO 17893);
e) minimum breaking force;
f) date of issue of the certificate and authentication.
g) maximum wire diameter;
h) metallic cross-sectional area;
The certificate number shall enable traceability of the rope.
The issuing of a certificate by the manufacturer and whether or not specific test results are given should
be the subject of agreement between the purchaser and the manufacturer.
6.1.2 Test results
When test results are provided, the certificate shall additionally give either a) or b) or both, as follows:
a) breaking force test on rope: state which value, i.e.
1) measured breaking force, or
2) calculated measured (post-spin) breaking force, or
3) calculated measured (pre-spin) breaking force;
b) tests on wires:
1) number of wires tested;
2) nominal diameter of wires;
3) measured breaking force of wire;
4) tensile strength based on nominal diameter;
5) number of torsions completed (and test length);
6) mass of coating (if applicable).
6.2 Packaging and marking
6.2.1 Packaging
Ropes shall be supplied on reels or in coils.
The purchaser should specify any particular packaging requirements.
6.2.2 Marking
6.2.2.1 There should be a marker tape incorporated into the centre of the rope, so as to remain
recognizable despite soiling, soaking or discoloration during use.
10 © ISO 2017 – All rights reserved
6.2.2.2 Each coil or reel should have a label, which is firmly fixed in place, with the following
information:
— construction;
— diameter;
— length;
— gross weight;
— net weight;
— reel/coil no.;
— manufacturer;
— origin;
— maximum wire diameter;
— metallic cross-sectional area;
or other information agreed by the purchaser and supplier.
Annex A
(normative)
Dimensional and mechanical properties of round wires (before
rope making)
A.1 Variations in tensile strength for wire
The variations in tensile strengths shall not exceed the nominal values by an amount greater than those
given in Table A.1. The values of nominal tensile strength grade are the lower (minimum) limits for each
tensile strength grade.
Table A.1 — Variations in tensile strength
Nominal diameter Variation in tensile strength
(mm) above nominal
δ (mm) (N/mm )
0,20 ≤ δ < 0,50 390
0,50 ≤ δ < 1,00 350
1,00 ≤ δ < 1,50 320
1,50 ≤ δ < 2,00 290
2,00 ≤ δ < 3,50 260
3,50 ≤ δ < 7,00 250
The diameter tolerances, minimum number of torsions and minimum masses of coating for wire
tensile strength grades 1370, 1570, 1770, 1960 and 2160 shall be in accordance with the values given in
Table A.2.
For intermediate wire tensile strength grades, the values for the next highest grade shall apply. The
value of wire exceeding the grades in the table should be agreed by the supplier and purchaser in
Annex A.
12 © ISO 2017 – All rights reserved
A.2 Diameter tolerances, minimum number of torsions and minimum masses of
zinc for different tensile strength grades
Table A.2 — Diameter tolerances, minimum number of torsions and minimum masses of zinc
for tensile strength grades 1370, 1570, 1770, 1960 and 2160
Minimum
Minimum number of torsions based on test length of 100x
mass of zinc
Tolerance
Bright and galvanized or Galvanized or Zn-Al
mm
Galvanized or
Zn-Al alloy alloy
Zn-Al alloy
Nominal diameter
Quality B Quality A
of wire
mm
Tensile strength grade N/mm2 g / m
Bright and
Galv. or
galv. or
Zn-Al alloy
Zn-Al alloy
1370 1570 1770 1960 2160 1370 1570 1770 1960 B A
Quality A
Quality B
0,20 ≤ δ < 0,25 ±0,008 — — — — — — — — — — 20 —
0,25 ≤ δ < 0,30 ±0,008 — — — — — — — — — — 30 —
0,30 ≤ δ < 0,40 ±0,01 ±0,025 — — — — — — — — — 30 —
0,40 ≤ δ < 0,50 ±0,01 ±0,025 — — — — — — — — — 40 75
0,50 ≤ δ < 0,55 ±0,015 ±0,03 34 30 28 25 23 — — — — 50 90
0,55 ≤ δ < 0,60 ±0,015 ±0,03 34 30 28 25 23 — — — — 50 90
0,60 ≤ δ < 0,70 ±0,015 ±0,03 34 30 28 25 23 — — — — 60 120
0,70 ≤ δ < 0,75 ±0,015 ±0,03 34 30 28 25 23 — 21 19 17 60 120
0,75 ≤ δ < 0,80 ±0,015 ±0,03 34 30 28 25 23 — 21 19 17 60 120
0,80 ≤ δ < 0,90 ±0,015 ±0,03 34 30 28 25 22 — 21 19 17 60 140
0,90 ≤ δ < 1,00 ±0,015 ±0,03 34 30 28 25 22 — 21 19 17 70 150
1,00 ≤ δ < 1,10 ±0,015 ±0,04 34 30 26 23 21 — 20 18 13 80 160
1,10 ≤ δ < 1,20 ±0,02 ±0,04 33 29 26 23 21 — 20 18 13 80 160
1,20 ≤ δ < 1,40 ±0,02 ±0,04 33 28 25 22 20 — 18 15 10 90 170
1,40 ≤ δ < 1,60 ±0,02 ±0,04 33 28 25 22 19 — 18 15 10 100 180
1,60 ≤ δ < 1,70 ±0,02 ±0,04 33 28 25 22 19 — 18 15 10 100 200
1,70 ≤ δ < 1,80 ±0,02 ±0,05 33 28 25 22 19 — 18 15 10 100 200
1,80 ≤ δ < 1,90 ±0,025 ±0,05 32 27 24 21 18 — 17 14 9 110 215
1,90 ≤ δ < 2,10 ±0,025 ±0,05 32 27 24 21 18 — 17 14 9 110 215
2,10 ≤ δ < 2,20 ±0,025 ±0,06 32 27 24 21 18 — 17 14 9 110 215
2,20 ≤ δ < 2,30 ±0,025 ±0,06 31 27 24 21 18 20 17 14 9 125 230
2,30 ≤ δ < 2,40 ±0,025 ±0,06 30 27 24 21 18 20 17 14 9 125 230
2,40 ≤ δ < 2,50 ±0,025 ±0,06 29 26 23 20 18 19 15 12 7 125 230
2,50 ≤ δ < 2,60 ±0,025 ±0,06 29 26 23 20 18 19 15 12 7 125 230
2,60 ≤ δ < 2,70 ±0,03 ±0,07 29 26 23 20 18 19 15 12 7 125 230
2,70 ≤ δ < 2,80 ±0,03 ±0,07 29 26 23 20 18 19 15 12 7 125 240
2,80 ≤ δ < 2,90 ±0,03 ±0,07 28 26 23 20 18 19 15 12 7 135 240
2,90 ≤ δ < 3,00 ±0,03 ±0,07 28 26 23 20 18 18 15 12 7 135 240
3,00 ≤ δ < 3,10 ±0,03 ±0,07 27 25 21 18 16 18 12 8 5 135 240
Table A.2 (continued)
Minimum
Minimum number of torsions based on test length of 100x
mass of zinc
Tolerance
Bright and galvanized or Galvanized or Zn-Al
mm
Galvanized or
Zn-Al alloy alloy
Zn-Al alloy
Nominal diameter
Quality B Quality A
of wire
mm
Tensile strength grade N/mm2 g / m
Bright and
Galv. or
galv. or
Zn-Al alloy
Zn-Al alloy
1370 1570 1770 1960 2160 1370 1570 1770 1960 B A
Quality A
Quality B
3,10 ≤ δ < 3,20 ±0,03 ±0,07 27 25 21 18 16 13 12 8 5 135 240
3,20 ≤ δ < 3,30 ±0,03 ±0,07 27 25 21 18 16 13 12 8 5 135 250
3,30 ≤ δ < 3,40 ±0,03 ±0,07 27 25 21 18 16 13 12 8 5 135 250
3,40 ≤ δ < 3,50 ±0,03 ±0,07 27 25 21 18 16 13 12 8 5 135 250
3,50 ≤ δ < 3,60 ±0,03 ±0,07 26 24 20 16 14 11 10 6 5 135 250
3,60 ≤ δ < 3,70 ±0,03 ±0,07 26 24 20 16 14 11 10 6 5 135 260
3,70 ≤ δ < 3,80 ±0,03 ±0,07 25 23 19 16 13 11 8 6 5 135 260
3,80 ≤ δ < 3,90 ±0,03 ±0,07 24 22 18 14 12 11 7 6 4 135 260
3,90 ≤ δ < 4,00 ±0,03 ±0,07 24 22 18 14 12 10 7 6 4 135 260
4,00 ≤ δ < 4,20 ±0,03 ±0,08 23 20 17 13 11 9 6 6 4 150 275
4,20 ≤ δ < 4,40 ±0,03 ±0,08 21 19 15 11 10 8 6 5 4 150 275
4,40 ≤ δ < 4,60 ±0,03 ±0,08 20 18 14 10 10 7 6 5 3 150 275
4,60 ≤ δ < 4,80 ±0,03 ±0,08 18 16 12 8 9 6 5 4 3 150 275
4,80 ≤ δ < 5,00 ±0,03 ±0,08 17 14 11 7 9 5 4 3 2 150 275
5,00 ≤ δ < 5,20 ±0,03 ±0,08 12 14 11 7 8 5 4 3 2 150 300
5,20 ≤ δ < 5,40 ±0,03 ±0,08 14 12 10 6 — 5 4 3 — 160 300
5,40 ≤ δ < 5,60 ±0,04 ±0,09 12 10 8 6 — 4 3 2 — 160 300
5,60 ≤ δ < 5,80 ±0,04 ±0,09 10 8 6 5 — 3 2 2 — 160 300
5,80 ≤ δ <6,00 ±0,04 ±0,09 8 6 6 5 — 3 2 2 — 160 300
6,00 ≤ δ <6,25 ±0,04 ±0,09 8 6 6 5 — 3 2 2 — 160 300
6,25 ≤ δ < 6,50 ±0,04 ±0,09 7 5 5 — — 2 2 2 — 160 300
6,50 ≤ δ < 6,75 ±0,04 ±0,09 6 5 4 — — 2 2 2 — 160 300
6,75 ≤ δ < 7,00 ±0,04 ±0,10 6 5 4 — — 2 2 2 — 160 300
14 © ISO 2017 – All rights reserved
Annex B
(normative)
Sampling and acce
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