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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