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                     Section 
                     6 Steel wire ropes
                  
                     
                        
                          6.1 General
                        
                           
                           
                              
                              
                              6.1.1 Steel wire
                                 ropes are generally to comply with the requirements of an International
                                 or recognised National Standard and are to be suitable for the use
                                 for which they are proposed in accordance with the manufacturer’s
                                 recommendations.
                               
                              
                              
                              6.1.2 Steel wire
                                 ropes are to be manufactured at works which have been approved by
                                 LR. A list of Approved Manufacturers of Steel Wire Ropes appears
                                    in LR’s Lists of Approved Manufacturers of Materials.
                                 Proposals to use steel wire rope manufactured elsewhere will be specially
                                 considered.
                                 
                               
                     
                        
                          6.2 Steel wire for ropes
                        
                           
                           
                              
                              
                              6.2.1 The wire used
                                 in the manufacture of rope is to be drawn from steel manufactured
                                 by an approved process. It is to be of homogeneous quality and consistent
                                 strength and free from visual defects likely to impair the performance
                                 of the rope.
                               
                              
                              
                              6.2.2 Ropes are
                                 to be constructed from individual wires with the following tensile
                                 strength grades, with the following range of strengths permitted,
                                 as indicated in Table 8.6.1 Range of wire tensile strength
                                    grades, N/mm2.
                                 
                               
                                 Table 8.6.1 Range of wire tensile strength
                                       grades, N/mm2
                                    
                                       
                                          | Nominal rope grade | Range of wire tensile strength, N/mm2
 |  
                                          | 1570 | 1370 to 1770 |  
                                          | 1770 | 1570 to 1960 |  
                                          | 1960 | 1770 to 2160 |  
                                          | 2160 | 1960 to 2360 |  
                              
                              
                              6.2.3 The variation
                                 of breaking strength of individual wires for each of the above grades
                                 is to be in accordance with Table 8.6.2 Permitted variations in tensile
                                    strength.
                                 
                               
                                 Table 8.6.2 Permitted variations in tensile
                                       strength
                                    
                                       
                                          | Nominal diameter
                                             of individual wire, d, mm
 | Permitted variation above nominal tensile strength,
 N/mm2
 |  
                                          | 0,2 ≤ d <
                                             0,5 | 390 |  
                                          | 0,5 ≤ d < 1,0 | 350 |  
                                          | 1,0 ≤ d < 1,5 | 320 |  
                                          | 1,5 ≤ d < 2,0 | 290 |  
                                          | 2,0 ≤ d < 3,5 | 260 |  
                                          | 3,5 ≤ d < 7,0 | 250 |  
                              
                              
                              6.2.4 The wire is
                                 to be galvanised by a hot dip or electrolytic process to give a continuous
                                 uniform coating. However, consideration will be given to the acceptance
                                 of non-galvanised and stainless steel wire in certain applications.
                               
                     
                        
                          6.3 Construction and application
                        
                           
                           
                              
                              
                              6.3.1 Each strand
                                 is to be uniformly made and free from slack wires. Core wires and
                                 fibre cores of strands are to be of sufficient size to enable the
                                 covering wires to be evenly laid.
                               
                              
                              
                              6.3.2 The wires
                                 in a steel core are normally to be of similar tensile strength to
                                 that of the main strand, but wires of a lower tensile strength may
                                 be permitted. Fibre cores are to be of a suitable natural or man-made
                                 material.
                               
                              
                              
                              6.3.3 The wire rope
                                 is to be uniformly made and the strands are to lie tightly on the
                                 core or on the underlying strands. The free ends of all wire ropes
                                 are to be secured against untwisting (serving). Wire ropes are to
                                 be thoroughly lubricated.
                               
                              
                              
                              6.3.4 Wire ropes
                                 for running rigging are to be constructed of not less than six strands
                                 over a main core. Each strand is, generally, to consist of not less
                                 than 19 wires and may have a fibre or a wire core. Where the strand
                                 has a fibre core, the wires are to be laid around it in not less than
                                 two layers.
                               
                              
                              
                              6.3.5 Wire ropes
                                 with four strands may be considered for running rigging, provided
                                 each strand is of an elliptical section and is constructed with at
                                 least 39 wires. Bending fatigue tests are to demonstrate that the
                                 fatigue life of the rope is at least equivalent to that of a similar
                                 six strand rope.
                               
                              
                              
                              6.3.6 Wire ropes
                                 for standing rigging, guy pendants and similar applications are generally
                                 to be constructed of six strands over a wire core.
                               
                              
                              
                              6.3.7 Four and six
                                 strand rope with Lang’s lay construction will not normally be
                                 accepted for the hoisting system of any lifting appliance. They may,
                                 however, be used in purchases which are rotationally restrained, e.g.
                                 crane luffing systems or in shiplift winch systems.
                               
                              
                              
                              6.3.8 Lang’s
                                 lay construction is acceptable for high performance and compact multi-strand
                                 ropes as these ropes have good torsion resistance properties.
                               
                              
                              
                              6.3.9 Types of construction
                                 and diameter ranges of standard round strand ropes are given in Table 8.6.3 Types of construction and diameter
                                    ranges - Round strand.
                                 
                               
                                 Table 8.6.3 Types of construction and diameter
                                       ranges - Round strand
                                    
                                       
                                          | Rope designation | Rope
                                             construction | Type of main
                                             core | Available diameter
                                             range, in mm |  
                                          | 6-stranded ropes |  |  |  |  
                                          |  | 6 × 7 | 6 (6 + 1) | fibre or steel | 2 to 40 |  
                                          |  | 6 × 19 | 6 (12 + 6 + 1) | fibre | 3 to 60 |  
                                          |  |  |  | steel | 8 to 60 |  
                                          |  | 6 × 37 | 6 (18 + 12 + 6 + 1) | fibre | 6 to 60 |  
                                          |  | 6 × 19 Seale | 6 (9 + 9 + 1) | fibre or steel | 8 to 60 |  
                                          |  | 6 × 19 Filler | 6 (12 + 6F + 6 + 1) | fibre or steel | 8 to 60 |  
                                          |  | 6 × 26 Warrington-Seale | 6 (10 + 5/5 + 5 + 1) | fibre or steel | 9 to 60 |  
                                          |  | 6 × 31 Warrington-Seale | 6 (12 + 6/6 + 6 + 1) | fibre or steel | 11 to 60 |  
                                          |  | 6 × 36 Warrington-Seale | 6 (14 + 7/7 + 7 + 1) | fibre or steel | 13 to 60 |  
                                          |  | 6 × 41 Warrington-Seale | 6 (16 + 8/8 + 8 + 1) | fibre or
                                             steel | 16 to
                                             60 |  
                                          |  | 6 × 12 | 6 (12 + FC) | fibre | 8 to
                                             32 |  
                                          |  | 6 × 24 | 6 (15 + 9 + FC) | fibre | 8 to 40 |  
                                          | 8-stranded ropes |  |  |  |  
                                          |  | 8 × 19 Seale | 8 (9 + 9 + 1) | fibre or steel | 8 to 60 |  
                                          |  | 8 × 19 Filler | 8 (12 + 6F + 6 + 1) | fibre or steel | 8 to 60 |  
                                          | Multi-strand ropes |  |  |  |  
                                          |  | 17 × 7 | 11 (6 + 1) + 6 (6 + 1) | fibre or steel | 8 to 38 |  
                                          |  | 18 × 7 | 12 (6 + 1) + 6 (6 + 1) |  | 8 to 38 |  
                                          |  | 34 × 7 | 17 (6 + 1) +11 (6 + 1) + 6 (6 +
                                             1) | fibre or steel | 10 to 44 |  
                                          |  | 36 × 7 | 18 (6 + 1) +12 (6 + 1) + 6 (6 +
                                             1) |  | 8 to 40 |  
                              
                              
                              6.3.10 The construction
                                 and minimum breaking loads for some common rope types can be found
                                 in the current edition of ISO 2408.
                               
                              
                              
                              6.3.11 Consideration
                                 will be given to the use of other constructions and nominal strengths
                                 and to the requirements for particular applications.
                               
                     
                        
                          6.4 Splicing and terminal connections
                        
                           
                           
                              
                              
                              6.4.1 The lengthening
                                 by splicing of ropes for standing or running rigging is not permitted.
                               
                              
                              
                              6.4.2 The following
                                 methods of forming eye or loop splices are acceptable:
                               
                                 
                                    
                                    
                                    Not less than three
                                       tucks with each whole strand of the rope and not less than two tucks
                                       with one half of the wires cut from each strand. In all cases, the
                                       strands are to be tucked against the lay of the rope.
                                    
                                    
                                    
                                    Four tucks with the
                                       whole strands of the rope and one tuck with each alternate strand
                                       of the rope, made over and under against the lay of the rope.
                                    
                                    
                                    
                                    A Liverpool type splice
                                       that has at least six tucks with each strand is only to be used where
                                       the wire rope is not subject to twisting, i.e. on span tackles, guys
                                       and pendants.
                                     Other forms of splice will be accepted provided they can be
                                 shown to be as efficient, from all aspects, as those described above.
                               
                              
                              
                              6.4.4 Wire rope
                                 grips (e.g. U-bolt wire rope clamps or bulldog grips) are not to be
                                 used for forming a primary load bearing rope termination on any lifting
                                 appliance, with the exception of passenger lifts, where the higher
                                 rope safety factors, the use of several hoist ropes and the fitting
                                 of the safety gear make this type of termination acceptable.
                               
                              
                              
                              6.4.5 Where wire
                                 rope grips are permitted to be used (e.g. passenger lifts and control
                                 lines, etc.), particular care is to be taken to ensure that the correct
                                 size clamp for the rope is used and that they are also fitted with
                                 the correct orientation, tightening torque and minimum number, in
                                 accordance with a recognised National Standard, or the manufacturer’s
                                 instructions. Terminations are to be tested to 2 x intended SWL.
                               
                     
                        
                          6.5 Stainless steel ropes
                        
                           
                           
                              
                              
                              6.5.1 Ropes constructed
                                 of stainless steel are not normally used for cargo handling operations
                                 but may have limited scope as running rigging for use on large commercial
                                 yachts. Where used, they are to be of ordinary or regular lay construction.
                               
                              
                              
                              6.5.2 Stainless
                                 steel ropes are prone to pitting, crevice corrosion and stress corrosion
                                 cracking in a marine environment and when used are to be constructed
                                 from stainless steel wires with a minimum PREN of 30.
                               
                              
                              
                              6.5.3 The use of
                                 stainless steel ropes does not remove the need for regular periodic
                                 rope inspections.
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