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    BRITISH STANDARD BS 302-1:1987

    Stranded steel wireropes

    Part 1: Specification for generalrequirements

    UDC 677.721

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    BS 302-1:1987

    This British Standard, havingbeen prepared under thedirection of the MechanicalHandling StandardsCommittee, was publishedunder the authority of theBoard of BSI and comesinto effect on30 June 1987

    BSI 01-1999

    First published, as BS 302,September 1927

    First revision, as BS 302and BS 621, December 1957

    Second revision, as BS 302,May 1968

    Third revision, as BS 302-1,June 1987

    The following BSI referencesrelate to the work on thisstandard:

    Committee reference MHE/2

    Draft for comment 85/70785 DC

    ISBN 0 580 15632 X

    Committees responsible for thisBritish Standard

    This British Standard was entrusted by the Mechanical Handling Standards

    Committee (MHE/-) to Technical Committee MHE/2, upon which the followingbodies were represented:

    Associated Offices Technical Committee

    Association of Supervisory and Executive Engineers

    British Coal

    British Ports Association and the National Association of Ports Employers

    British Railways Board

    British Steel Industry (Wire Section)

    Bureau Veritas

    Chain Testers Association of Great Britain

    Department of the Environment (Property Services Agency)Federation of Manufacturers of Construction Equipment and Cranes

    Federation of Wire Rope Manufacturers of Great Britain

    Health and Safety Executive

    Institution of Mechanical Engineers

    Institution of Mining Engineers

    Institution of Mining and Metallurgy

    Ministry of Defence

    National Association of Lift Makers

    Zinc Development Association

    Amendments issued since publication

    Amd. No. Date of issue Comments

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    Contents

    Page

    Committees responsible Inside front cover

    Foreword ii1 Scope 1

    2 Definitions 1

    3 Material 2

    4 Manufacture 3

    5 Diameter and ovality of rope 3

    6 Length of rope 3

    7 Inspection and testing 4

    8 Certificates 6

    9 Identification 7

    10 Packing 7

    Appendix A Method of measuring diameter 8Appendix B Method of measuring actual breaking load 8

    Appendix C Determination of minimum breaking force and mass of rope 8

    Appendix D Designation of the construction 9

    Appendix E Method of testing wires taken from the completed rope 9

    Appendix F Information to be supplied by the purchaser onenquiry and order 10

    Figure 1 Method of measuring rope diameter 8

    Table 1 Rope diameter tolerances 3

    Table 2 Ovality tolerance 3

    Table 3 Tolerances on nominal diameter of rope wire 4

    Table 4 Minimum number of twists for general purpose wire 5Table 5 Minimum number of twists for high duty wire: bright ordrawn zinc coated class Z 5

    Table 6 Reverse bends 6

    Table 7 Minimum weight of zinc: general purpose and high duty wire 6

    Table 8 Test length 8

    Table 9 Values for factorsKandK9 9

    Table 10 Number of wires in a sample 10

    Publications referred to Inside back cover

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    Foreword

    This Part of BS 302 has been prepared under the direction of the MechanicalHandling Standards Committee. It is one Part of a combined revision ofBS 302:1968, BS 236:1968, BS 329:1968, BS 330:1968, BS 365:1968 and

    BS 3530:1968, which are withdrawn. BS 302 is now published in six Parts andtakes account of both national and international developments since 1968.

    This Part (Part 1) specifies general requirements for all steel wire ropes coveredby this standard. The other Parts specify additional requirements for particularuses of ropes:

    Part 2: Specification for ropes for general purposes;

    Part 3: Specification for zinc coated ropes for ships;

    Part 4: Specification for ropes for lifts;

    Part 5: Specification for ropes for hauling purposes;

    Part 6: Specification for ropes for mine hoisting.

    Two further Parts are in preparation, covering larger diameter ropes (64 mm

    to 205 mm diameter) and higher strength ropes and will be Parts 7 and 8respectively.

    In line with the principles of international standard ISO 2408, published by theInternational Organization for Standardization (ISO), the constructions aregrouped according to the number of outer wires in the strands. The generalrequirements of BS 302-1 and the methods used for calculating breaking loadsand approximate masses are in accordance with ISO 2408. In respect ofindividual usages, the ropes in Parts 2 and 3 are fully in accordance withISO 2408 and those in section 2 of Part 4 are in accordance with ISO 4344. In eachof these parts however, certain additional ropes still in common use in the UKhave been included.

    In line with current international practice, the term zinc coated has been

    adopted in this standard in place of galvanized. The terms are synonymous.Purchasers ordering to BS 302 are advised to specify in their purchasing contractthat the manufacturer operate a quality system in compliance with theappropriate Part of BS 5750, or suitable equivalent, to ensure themselves thatproducts claimed to comply with BS 302 consistently achieve the required level ofquality.

    Wire rope users will find valuable information in the companion publicationBS 6570 Code of practice for the selection, care and maintenance of steel wireropes.

    A British Standard does not purport to include all the necessary provisions of acontract. Users of British Standards are responsible for their correct application.

    Compliance with a British Standard does not of itself confer immunityfrom legal obligations.

    Summary of pages

    This document comprises a front cover, an inside front cover, pages i and ii,

    pages 1 to 10, an inside back cover and a back cover.This standard has been updated (see copyright date) and may have hadamendments incorporated. This will be indicated in the amendment table onthe inside front cover.

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    1 Scope

    This Part of BS 302 specifies the general

    requirements for the steel wire ropes whoseparticular requirements are specified in other Partsof this standard.

    NOTE 1 Information on the methods of calculating minimumbreaking strength and mass of rope is given in Appendix C.Information on the designation of rope constructions is given in

    Appendix D.

    NOTE 2 The titles of the publications referred to in thisstandard are listed on the inside back page.

    2 Definitions

    For the purposes of BS 302 the following definitionsapply.

    2.1wire

    a single continuous length of steel, cold drawn fromrod

    2.2strand

    an assembly of wires spun helically in one or morelayers around a core

    2.3rope

    an assembly of strands spun helically, in one ormore layers around a core

    2.4rope group

    a grouping of ropes of similar characteristics on thebasis of the number of strands in the rope, thenumber of outer wires in the strand and the shapeof the strands

    2.5bright wire

    non-zinc coated wire, sometimes known as blackwire

    2.6

    zinc coated wire

    wire which has been zinc coated (galvanized) by oneof the permissible processes

    2.7king wire

    a single wire forming the core of a strand

    2.8core

    the central member of a strand or rope

    2.9core of a round strand

    a core which consists of fibre or a single wire (kingwire)

    2.10core of a triangular strand

    a core which consists of a solid triangular wire, threeround wires formed into a triangle, or a built-up core(BUC)

    2.11built-up core (BUC) of a triangular strand

    a core which consists of more than three roundwires, formed into a triangle, which are spun andnot laid parallel

    2.12main core

    the core of the rope around which the strands are

    spun. A fibre core is designated FC2.13independent wire rope core (IWRC)

    a main core which is itself a wire rope

    2.14wire strand core (WSC)

    a main core which is itself an independent wirestrand, normally of the same construction as theouter strands

    2.15tensile grade (of wire)

    the minimum value of tensile strength used todesignate the tensile strength range of the wire Theunit of measure is N/mm2 (1 N/mm2 = 1 MPa)

    2.16minimum breaking force

    the force, in kilonewtons, below which the rope shallnot break when tested to destruction according toAppendix B

    2.17minimum breaking load

    the load, in tonnes, corresponding to the minimumbreaking force

    2.18calculated aggregate breaking load

    the value calculated from the product of the sum ofthe cross-sectional metallic areas of all theindividual wires in the rope and the tensile grade(s)of the wire. The total metallic area is directlyproportional to the square of the nominal diameterof the rope

    NOTE This calculated aggregate breaking load is available toassist designers in making a comparison between BritishStandards and certain other current standards in Europe. It isemphasized that the basis of acceptance of rope in accordancewith British Standards is the minimum breaking load.

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    2.19filler wires

    small auxiliary wires in a strand for spacing andpositioning other wires

    2.20stranding

    spinning wires together to form a strand

    2.21round strand rope

    a stranded rope in which the strands are made ofwires disposed in such a manner that theperpendicular cross section of the strand isapproximately circular in shape

    2.22triangular strand rope (TS)

    a stranded rope in which the strands are made ofwires disposed in such a manner that theperpendicular cross section of the strand isapproximately triangular in shape

    2.23multi-strand rope

    a stranded rope in which two or more layers ofstrand are spun helically around the main core. Thelayers of strands are so disposed that, when undertension, the rope will have the minimum obtainable

    torque or rotational tendency. Sometimes known asnon-rotating or rotation resistant

    2.24lay

    the designation of the direction in which the wiresare spun in the strand and the strands are spun inthe rope. It will be either right-hand (RH)or left-hand (LH)

    2.25lay length

    that distance in a strand or rope, measured parallelto the longitudinal axis, in which the wire in thestrand or the strand in the rope makes one completeturn (or helix) about the axis of the strand or rope

    2.26ordinary lay construction

    a rope construction in which the direction of lay ofthe wires in the strands is opposite to the directionof lay of the strands in the rope. Otherwise known asregular lay

    2.27langs lay construction

    a rope construction in which the direction of lay of

    the outer layer of wires in the strands is the same asthe direction of lay of the strands in the rope

    2.28equal lay construction

    a rope construction in which the wires in the strandare so spun that they all have an equal lay length. Itfollows that the contact between all wires in thestrand is linear

    2.29cross lay construction

    a rope construction in which the wires in successivelayers of the strand are spun at approximately thesame lay angle. It follows that the wires insuccessive layers in the strand make point contact

    2.30preforming

    forming the finished strands into the helical shapethey will assume in the finished rope thus lyingnaturally in their true position without constraint

    2.31eye

    a loop formed and secured at the end of a rope

    2.32nominal diameter

    the value by which the diameter of the wire or ropeis designated

    2.33actual diameter

    the measured diameter of the wire or rope

    2.34kinking

    the tightening of a loop resulting in the permanentdistortion of the wires and strands

    2.35tread diameter

    the diameter of the sheave measured at the bottomof the groove

    3 Material3.1 Wire

    Wire used for ropes shall comply with sections oneand two (general purpose wire) or sections one andthree (high duty wire) of BS 2763:1982 as specifiedin the Parts of BS 302 relating to the particulartypes of stranded steel wire ropes.

    3.2 Fibre cores

    3.2.1 Fibre cores shall be of natural or man-madefibre. Where a fibre core of 4 mm diameter and overis used it shall comply with BS 525.

    3.2.2 Ropes having man-made fibre cores shall notbe subjected to any end fitting process whichinvolves temperatures that melt the fibre.

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    3.3 Lubricant

    The lubricant shall be free from acid or significant

    alkali content and shall have no injurious effect onthe steel wires or on the fibre content of the cores.

    4 Manufacture

    4.1 Strand

    4.1.1 The strand shall be uniformly made and befree from slack wires and other defects.

    4.1.2 In an equal lay construction all wires of thestrand shall be stranded in one operation unless theking wire of a strand is so large as to be consideredundesirable; then, at the manufacturers discretion,it shall be replaced by a multi-wire strand

    manufactured in a separate stranding operation.

    4.1.3 King wires shall be large enough to enable thecovering wires to be evenly laid.

    4.2 Rope

    4.2.1 The rope shall be uniformly made, free fromdefects, and the strands shall lie tightly on the coreor the under-lying strands. When uncoiled under noload the rope shall not be wavy.

    4.2.2All strands except those of multi-strand ropesshall be of the same construction and direction oflay.

    4.2.3 The core shall be large enough to enable thecovering strands to be evenly laid.

    4.2.4 In zinc coated ropes, all the wires shall be zinccoated, including those of the steel core.

    4.3 Preforming

    All ropes except those of multi-strand constructionshall be either preformed or unpreformed.

    NOTE 1 If a non-preformed rope is required this should bestated on the enquiry and/or order.

    NOTE 2 Multi-strand ropes are not preformed.

    4.4 Joints

    Except for lift ropes (see BS 302-4), wires

    exceeding 0.40 mm diameter shall be joined bywelding or brazing.

    5 Diameter and ovality of rope

    5.1 Tolerances on diameter

    Except for lift ropes (see BS 302-4), when measuredin accordance with Appendix A, the actual diametershall be equal to the nominal diameter within thetolerance given in Table 1.

    For ropes with diameters from 2 mm to 5 mm thepermitted tolerance shall be rounded up to thenearest 0.05 mm.

    Table 1 Rope diameter tolerances

    5.2 Tolerances on ovality

    Except for lift ropes (see BS 302-4), the maximumvariation between any of the four measurementstaken in accordance with Appendix A shall notexceed the values given in Table 2.

    Table 2 Ovality tolerance

    6 Length of rope

    The length of a rope, measured under no load andexpressed in metres, shall be the specified length,subject to the following tolerances:

    NOTE 1 The length of a rope should be specified by thepurchaser on the order to the manufacturer.

    NOTE 2 Ropes required with smaller tolerance, for examplethose fitted with a termination at each end, will be the subject ofspecial agreement between purchaser and manufacturer.Measurement is taken from bearing point to bearing point.

    Nominal

    diameterd

    Rope construction

    All constructionsexcept 6 12, 6 24

    Paragon

    6 12, 6 24Paragon

    mm % ofd % ofd

    2 and 3

    4 and 5

    6 and 7

    8 and over

    Nominaldiameter

    d

    Rope construction

    All constructionsexcept 6 12, 6 24

    Paragon

    6 12, 6 24Paragon

    mm % ofd % ofd

    2 and 3 7 9

    4 and 5 6 8

    6 and 7 5 7

    8 and over 4 6

    Up to and including400 m

    + 5 % 0

    Over 400 m +20 m for each 1 000 m or

    0 part thereof

    + 7 1

    + 8 1

    + 6 1

    + 81

    + 51

    + 71

    + 41

    + 6 1

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    7 Inspection and testing

    7.1 Facilities for inspection

    All tests and inspections shall be made beforedespatch.

    NOTE 1 The rope manufacturer should ensure that such testsand inspections are made.

    NOTE 2 When so specified by the purchaser on the enquiry andorder, the rope manufacturer should accord the purchaser or hisrepresentative all reasonable facilities to carry out tests in orderto ensure that the rope is in accordance with this standard.

    Where the purchaser is not satisfied with the tests,the manufacturer is at liberty to have the ropestested in accordance with the provisions of thisstandard by an independent testing authorityagreed upon between the purchaser and the

    manufacturer. If the results of such tests aresatisfactory, the ropes are deemed to comply withthis standard.

    7.2 Test on rope for actual breaking load

    A tensile test to destruction shall be carried out inaccordance with Appendix B on a test piece fromeach rope-making (production length).

    The actual breaking load shall be not less than theminimum breaking load specified in the Parts ofBS 302 relating to the particular types of strandedsteel wire ropes and shall be recorded by themanufacturer.

    NOTE 1 C.1 gives the method of calculation.

    NOTE 2 Tests in which breakage occurs adjacent to the gripsmay be discarded at the option of the manufacturer.

    7.3 Tests on wire from the rope

    7.3.1 General. When tests on wires taken from thecompleted rope are specified by the purchaser in theenquiry and order, see Appendix F, the followingtests shall be carried out on all ropes in accordancewith Appendix E:

    a) diameter measurement;

    b) tensile tests;

    c) torsion test;

    d) when applicable, zinc coating weight test.

    NOTE 1 In the case of ropes for mine hoisting (see BS 302-6) areverse bend test should be carried out in addition to tests a)to d). In the case of ropes for hauling purposes (see BS 302-5)a reverse bend test may be required in addition to tests a) to d).

    Not more than one wire in a sample shall fail eachof the requirements in 7.3.2 to 7.3.6.NOTE 2 This requirement may be alternatively stated asshown in the adjunct to Table 10.

    7.3.2 Wire diameter. The wire diameters shall bewithin the tolerances given in Table 3.

    Table 3 Tolerances on nominal diameterof rope wire

    7.3.3 Tensile strength. The tensile strength shall benot more than 50 N/mm21) below the nominaltensile strength, except that a 5 % reduction shall bepermitted for wires taken from triangular strand

    ropes.

    Nominaldiameter of

    wirea

    Bright or drawnzinc coated (class

    A or class Z)

    Finally zinc coated(class A)

    Fromincl.

    Toexcl.

    Plus Minus Plus Minus

    mm mm mm mm mm mm

    0.20

    0.25

    0.40

    0.25

    0.40

    1.00

    0.01

    0.01

    0.015

    0.005

    0.01

    0.015

    1.001.60

    2.40

    3.70

    1.602.40

    3.70

    5.00

    0.020.025

    0.03

    0.04

    0.020.025

    0.03

    0.04

    0.040.05

    0.06

    0.08

    0.020.03

    0.03

    0.04

    a High duty wire only available in sizes 0.80 mm to 4.10 mm,

    bright or drawn zinc coated (class Z), section three of

    BS 2763:1982

    1) N/mm2 = 1 MPa.

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    Table 4 Minimum number of twists for general purpose wire

    7.3.4 Torsions. When tested on alength 100 diameter of wire, the number oftorsions without failure shall be equal to or greaterthan those given in Table 4 and Table 5.

    Table 5 Minimum number of twists for highduty wire: bright or drawn zinc

    coated class Z

    Nominal

    diameter of wire

    Bright or grade Z zinc coated wire Drawn zinc coated

    wire (class A)

    Finally zinc coated

    (class A)

    Fromincl.

    To excl. Tensile grade

    1 370N/mm2

    1 420N/mm2

    1 570N/mm2

    1 770N/mm2

    1 420N/mm2

    1 570N/mm2

    1 770N/mm2

    1 420N/mm2

    1 570N/mm2

    mm mm

    0.50

    1.00

    1.30

    1.80

    1.00

    1.30

    1.80

    2.30

    24

    23

    23

    23

    23

    23

    23

    22

    23

    23

    23

    22

    21

    20

    20

    19

    21

    21

    21

    20

    21

    21

    21

    20

    19

    18

    17

    14

    14

    2.30

    3.003.50

    3.80

    3.00

    3.503.80

    4.00

    22

    2120

    19

    21

    2020

    18

    21

    2020

    18

    17

    1716

    15

    20

    20

    12

    11

    12

    11

    4.00

    4.20

    4.40

    4.60

    4.20

    4.40

    4.60

    4.80

    19

    18

    18

    17

    17

    17

    17

    16

    17

    17

    17

    16

    14

    14

    13

    11

    NOTE These values represent 75 % of the values in BS 2763.

    Nominal diameter ofwire

    Tensile grade

    From incl. To excl. 1 570 N/mm2 1 770 N/mm2

    mm mm

    0.80

    1.00

    1.30

    1.80

    1.00

    1.30

    1.80

    2.30

    26

    26

    25

    23

    25

    23

    23

    21

    2.30

    3.00

    3.50

    3.80

    3.00

    3.50

    3.80

    4.10

    23

    22

    21

    20

    20

    18

    17

    16

    NOTE These values represent 75 % of the values in BS 2763.

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    7.3.5 Reverse bends (applicable to rope in BS 302-5and BS 302-6 only). The number of reverse bends

    shall be equal to or greater than those given inTable 6.

    Table 6 Reverse bends

    7.3.6 Zinc coating. The weight of zinc coating shallbe not less than that given in Table 7.

    Table 7 Minimum weight of zinc: generalpurpose and high duty wire

    7.3.7 Failure to comply on first testing. If more thanone wire fails any one test, all the wires of thatnominal diameter shall be tested. These retestsshall be restricted to the particular test in whichfailure occurred.

    The number of wires which fail on retest shall be notgreater than 4 % of the total number of wires of

    equal nominal diameter in the rope.

    8 Certificates

    8.1 Ropes for use within the jurisdiction of theHealth and Safety at Work etc. Act 1974

    A certificate of compliance2) shall be supplied witheach consignment of rope, and it shall include astatement that it complies with this standard.

    Nominaldiameterof wire

    Bendradius

    Minimum number of reverse bendsfor stated tensile grade

    Bright wire or drawn zinc coatedclass Z wire general purpose and

    high duty wire

    1 570N/mm2 1 770N/mm2

    mm mm

    0.900.95

    1.00

    2.598

    8

    88

    7

    1.101.201.301.401.50

    3.75

    13121198

    121110

    87

    1.601.701.801.902.00

    5.0

    1110987

    109876

    2.102.202.302.402.502.602.702.802.903.00

    7.5

    12111110988776

    111110

    9887655

    3.10

    3.203.303.403.503.603.703.803.904.00

    10.0

    10

    988776655

    9

    887665555

    NOTE For intermediate nominal diameters or tensilestrength grades, the bend radius and minimum number ofbends shall be those given for the next larger nominal diameteror tensile grade. These values represent approximately 75 % ofthe values in BS 2763.

    Nominal diameter ofzinc coated wire

    Minimum weight

    Fromincl.

    To excl. Class Z Class A

    mm mm g/m2 g/m2

    0.20

    0.25

    0.33

    0.40

    0.50

    0.60

    0.80

    1.00

    1.20

    1.50

    1.90

    2.50

    3.20

    3.70

    4.25

    0.25

    0.33

    0.40

    0.50

    0.60

    0.80

    1.00

    1.20

    1.50

    1.90

    2.50

    3.20

    3.704.25

    5.00

    18

    27

    27

    36

    45

    54

    63

    72

    81

    90

    99

    112

    121121

    135

    27

    40

    54

    67

    81

    99

    117

    135

    148

    162

    184

    207

    225234

    247

    NOTE These values represent 90 % of the values in BS 2763.

    2) Form 87: Certification of tests and examination of wire rope.

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    8.2 Ropes for use outside the jurisdiction ofthe Health and Safety at Work etc. Act 1974

    If a certificate of test is supplied it shall give at leastthe following information and shall be supplied witheach consignment of rope.

    a) The number of this British Standard,i.e. BS 3023) and the relevant Part number andyear.

    b) Length of rope.

    c) Size of rope.

    d) Details of construction.

    e) Minimum breaking load of rope.

    NOTE The purchaser should state on the enquiry and orderwhether a certificate of test is required (see Appendix F).

    9 Identification

    The test certificate number, the rope size and

    construction, the number of this British Standardand the relevant Part number and year shall belegibly and durably marked upon a tag securelyattached to each coil or reel.

    10 Packing

    Ropes in accordance with BS 302-5 and BS 302-6and multi-strand ropes shall be supplied on reels;other ropes shall be supplied in coils or on reels. Theropes shall be protected in transit against damageby moisture, dust or dirt.

    NOTE If the purchaser requires a particular packing, this

    should be stated on the enquiry and order (see Appendix F).

    3) Marking BS 302 on or in relation to a product is a claim by the manufacturer that the product has been manufactured in

    accordance with the requirements of the standard. The accuracy of such a claim is therefore solely the manufacturers

    responsibility. Enquiries as to the availability of third party certification should be addressed to the appropriate certification

    body.

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    Appendix A Method of measuringdiameter

    A.1 Apparatus

    A.1.1 Caliper, fitted with jaws broad enough tocover not less than two adjacent strands(see Figure 1).

    A.2 Procedure

    Take measurements on a straight portion of ropeunder no tension, at two points spaced at least 1 m

    apart. At each point measure two diameters atright-angles.

    Take the average of these measurements as theactual diameter.

    NOTE In case of dispute the diameter may be measured undera force of 5 % of the minimum breaking load of the rope.

    Appendix B Method of measuringactual breaking load

    B.1 Apparatus

    B.1.1 Tensile testing machine, having an accuracycomplying with grade 1.0 of BS 1610.

    B.2 Test pieceTake a test piece that is representative of the ropeand of a length such that the minimum test length(distance between the grips) is in accordance withTable 8.

    B.3 Procedure

    Apply no more than four-fifths of the minimumbreaking force quickly and thereafter apply furtherforce slowly and steadily until the actual breakingload is attained. Record the value.

    Table 8 Test length

    Appendix C Determination ofminimum breaking force and mass ofrope

    C.1 Determination of minimum breaking force

    The minimum breaking force. Fo, in kN, is

    calculated using the following equation:

    where

    The values of are given in Table 9.

    is the factor for fibre cored ropes; and

    is the factor for steel cored ropes.

    The minimum breaking load (MBL), in t, in thetables is calculated using the following equation:

    MBL = F0 0.102

    where

    C.2 Determination of mass

    The approximate rope mass per unit length of therope, M, in kg/100 m, is calculated using thefollowing formula:

    M=Kd2

    where

    Values forKare given in Table 9. These values arefor fully lubricated ropes; ropes which are not fullylubricated may be lighter.

    Figure 1 Method of measuring ropediameter

    Nominal diameter d Minimum test length

    mm mm

    Under 6

    6 to 20

    Over 20

    300

    600

    30d

    d is the nominal diameter of the rope (in mm);

    R0 is the tensile grade of wire (in N/mm2);

    is the empirical factor for the minimumbreaking force for a given rope construction.

    F0 is the minimum breaking force (in kN).

    d is the nominal diameter of the rope(in mm);

    K is the empirical factor for the mass perunit length for a given rope construction.

    K1n is the factor for natural fibre cored ropes;

    K1p is the factor for polypropylene fibrecored ropes; and

    K2 is the factor for steel cored ropes.

    F0K9d

    2R0

    1 000--------------------=

    9k

    K9

    K91

    K92

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    Appendix D Designation of theconstruction

    A convention has been adopted nationally fordescribing various rope constructions,e.g. 6 36 (14/7 and 7/7/1)FC. This exampledescribes a rope having six strands and a fibre core,each strand comprising 36 wires with the outerlayer having 14 wires, the second layer seven largeand seven smaller wires, the inner layer sevenwires round one king wire.

    The constructions are also known by name,e.g. Warrington-Seale. For a fuller explanation ofthe names see BS 6570.

    Appendix E Method of testing wirestaken from the completed rope

    E.1 Test pieces

    Cut a suitable length from the rope and unlay it intoits component wires. Segregate the wires of eachnominal diameter excluding filler wires, king wires,wire of a triangular strand core and wire of a steelcore.

    Take a random sample of test wires of each of thenominal diameters to be tested, the number of wiresin a sample being in accordance with Table 10.

    Straighten each test piece in a manner thatminimizes surface damage and strain.

    E.2 Test and retest procedureCarry out the tests in accordance with BS 2763.

    Table 9 Values for factorsKandK9

    Rope group Rope mass factor Minimum breakingforce factor

    Naturalfibre core

    K1n

    Man-madefibre core

    K1p

    Steel core

    K2

    Fibre core Steelcore

    kg/100 m per mm2

    a 6 7 0.346 0.340 0.381 1.10 1.12 0.332 0.359 1.08

    a

    a

    6 19

    6 36Equal lay

    0.361 0.352 0.398 1.10 1.13 0.330 0.356 1.08

    b

    6 196 37

    Cross lay0.3460.346

    0.3370.337

    0.381

    1.10

    1.13

    0.3070.295

    0.332

    1.08

    b 6 12 0.251 0.231 0.209

    a 6 24 0.308 0.295 0.280

    c 12 6/3 24 0.362 0.300

    a

    a

    17 718 7

    0.390 0.328

    a

    a

    34 736 7

    0.390 0.318

    a

    a8 198 26

    0.347 0.339 0.293

    c

    c

    c

    6 8TS6 22TS

    6 25TS

    0.410

    0.410

    0.400

    0.400

    0.447

    0.447

    1.09

    1.09

    1.12

    1.12

    0.362

    0.351

    0.384

    0.372

    1.06

    1.06

    a In accordance with ISO 2408:1985.b In accordance with ISO 2408:1973.c Not included in ISO standards.

    K2K1n----------

    K2K1p----------

    K92

    K91---------

    K91 K92

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    Table 10 Number of wires in a sample Appendix F Information to be suppliedby the purchaser on enquiry and order

    If the purchaser is uncertain about any of theparticulars called for below, reference should bemade to the rope manufacturer, giving details of theuse to which the rope will be put.

    The particulars required are as follows:

    a) number of this British Standard, (i.e. BS 302)and the relevant Part number and year;

    b) purpose for which the rope is to be used;

    c) length;

    d) diameter;

    e) construction (group);

    f) core type;

    g) wire tensile and wire finish (bright or zinccoated) as appropriate;

    h) ordinary or Langs lay, and lay direction whereappropriate;

    i) testing to be undertaken;

    j) the type of certificate required (see clause 8);

    k) any specific requirements, e.g. detrimentalenvironmental conditions, length tolerancesrequired if tighter than those provided inclause 6.

    Number of wires of given

    nominal diameter in rope

    Number of test wires in a

    sample of one nominal wirediameter

    Up to 50 wires

    51 to 90 wires

    91 to 150 wires

    8

    13

    20

    Adjunct to table 10a. Failure criteria

    Number of rejections

    Conformity Non- conformity

    11

    1

    22

    2a See note 2 to 7.3.1.

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    Publications referred to

    BS 525, Fibre cores for wire ropes.

    BS 1610, Materials testing machines and force verification equipment.

    BS 1610-1, Specification for the grading of the forces applied by materials testing machines.BS 2763, Specification for round carbon steel wire for wire ropes.

    BS 5750, Quality systems4).

    BS 5750-2, Specification for manufacture and installation.

    BS 6570, Code of practice for the selection, care and maintenance of steel wire ropes4).

    ISO 2408, Steel wire ropes for general purposes Characteristics4).

    ISO 4344, Steel wire ropes for lifts4).

    4) Referred to in the foreword only.

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