Civil Engineering Reference
In-Depth Information
Table 3.18 Constants for calculating the discarding number of wire breaks or the discard lim-
iting force, ( 3.83 )or( 3.94 )
Rope
g 0
g 1
g 2
g 3
FC-8 9 19-sZ a,b
zZ b,c
Filler Warr. Seale
18
0.000174
1,550
0.026
WRC-8 9 19-sZ a,b
zZ b,c
33.3
0.000184
1,830
0.0447
FC-8 9 38-sZ a,b
zZ b,c
Warr.-Seale
29
0.000271
2,400
0.0403
WRC-8 9 36-sZ a,b
zZ b,c
44.5
0.000222
2,200
0.0536
18 9 7 b,c
Spiral round strand rope
14
0.000160
-350
0.0350
34 9 7 b,c
20 0.000230 -500 0.0500
For reverse bendings the number of wire breaks has to be calculated with a specific tensile force,
increased by DS/d 2 = 50 N/mm 2 . For six strand ropes the number of wire breaks 0.75 of that for
the eight strand ropes
a Outside visible wire breaks
b Magnetic detected wire breaks
c Half of the calculated number of wire breaks as visible wire breaks if confirmed by bending
fatigue tests for the considered wire rope
The discarding number of wire breaks on the small reference length L = 6 d—
which has been chosen to detect break concentrations—is given by definition as
B A6 ¼ 0 : 5 B A30 :
ð 3 : 84 Þ
It should be noticed that these discarding numbers of wire breaks generally
differ from those in existing technical regulations.
(b)
Discard Limiting Force
As an alternative design limit to the discarding number of wire breaks, the wire rope
tensile force S must be smaller than the discard limiting force S G . This discard limiting
force S G can be calculated by an equation regrouped from ( 3.83 )forarequireddis-
carding number of wire breaks B A30min . The discard limiting force is then
t
2
d
D
B A30 ; min þ g 0 g 2
S G ¼ d 2
:
ð 3 : 94 Þ
2
d
D
g 1 þ g 3
In ( 3.83 ) and ( 3.94 )
S
is the rope tensile force in N
d
the rope diameter in mm, and
D
is the sheave diameter.
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