Civil Engineering Reference
In-Depth Information
Specific minimum breaking force of wire ropes F min /d 2
in N/mm 2
Table 1.10
Rope
Rope class
Wire rope with fibre core
Wire rope with steel core
1,570
(N/mm 2 )
1,770
(N/mm 2 )
1,960
(N/mm 2 )
1,570
(N/mm 2 )
1,770
(N/mm 2 )
1,960
(N/mm 2 )
Single-layer rope
7 9 7
609
687
760
6 9 7
521
588
651
8 9 7
457
515
570
564
635
704
6 9 19
518
584
647
559
630
698
8 9 19
460
519
574
559
630
698
6 9 36
518
584
647
559
630
698
8 9 36
460
519
574
559
630
698
6 9 35 N
498
561
621
542
611
676
6 9 19 M
482
543
602
521
588
651
6 9 37 M
463
522
578
501
565
625
Multi-strand rope
18 9 7
515
581
643
515
581
643
34 9 7
499
563
623
499
563
623
Rope class 6 9 19 = 6-strand Seale, Warrington or Filler
Rope class 8 9 19 = 8-strand Seale, Warrington or Filler
Rope class 6 or 8 9 36 = 6 or 8-strand Warrington-Seale
N for compound lay strands
M for cross-lay strands
Rope breaking forces. F min is the minimum breaking force of the rope in kN. It is
normally obtained by calculation from the product of the square of the nominal
diameter d in mm, the rope grade R 0 in N/mm 2
and the breaking force factor K
F min ¼ d 2
R 0 K
1000
:
ð 1 : 6 Þ
In this R 0 is the rope grade in N/mm 2 , i.e. the nominal tensile strength of the wires.
K is the minimum breaking force factor, the empirical factor used in the deter-
mination of the minimum breaking force and obtained from the product of fill
factor f, the spinning loss factor k and the factor p/4
K ¼ p f k
4
¼ k C :
ð 1 : 6a Þ
F m is the measured breaking force. This breaking force is obtained by using a
prescribed measuring method.
The measured breaking force F m should not be allowed to fall below the
minimum breaking force F min
F m F min :
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