Civil Engineering Reference
In-Depth Information
The rope safety factor is
v ¼
F
min
S
¼
179
30
¼ 5
:
97
The rope safety factor is—as it should be—bigger than 2.5.
Discard limit:
(a)
Discarding number of wire breaks
According to (
3.83
) and using the constants listed in Table
3.18
and the factor 6/8
for the six strand rope, the discard number of wire breaks for simple bendings is
"
#
2
g
2
2
g
3
2
2
B
A30
¼
6
S
d
2
d
D
S
d
2
d
D
8
g
0
g
1
"
#
2
0
:
0447
ð
117
:
2
Þ
2
2
B
A30
¼
6
1
25
1
25
33
:
3
0
:
000184
ð
117
:
2
Þ
2
1
;
830
8
B
A30
¼
20
:
For reverse bending, the specific rope tensile force has to be set S
rev
/d
2
=
S/d
2
+ 50 N/mm
2
. Then the discard number of wire breaks for reverse bendings is
B
A30
;
rev
¼ 17
and
B
A30
;
com
¼ 17
:
According to (
3.84
), the discard number of wire breaks on the small reference
length L = 6d is
B
A6
¼ 0
:
5
B
A30
¼ 0
:
5
20 ¼ 10
and
B
A6rev
¼ 9
:
(b)
Discard limiting force (alternatively)
According to (
3.94
) the discard limiting force is
t
2
d
D
B
A30
þ
g
0
g
2
S
G
¼ d
2
:
2
d
D
g
1
þ
g
3
With the constants listed in Table
3.18
, the factor 6/8 for the six strand rope and
a required number of wire breaks B
A30
= 15, the discard limiting force for simple
bendings is
t
8
2
1
25
6
15
þ
33
:
3
1
;
830
S
G
¼ 16
2
¼ 51,600 N = 51
:
6kN
:
2
1
25
0
:
000184
þ
0
:
0447
For reverse bending, the discard limiting force S
G,rev
is DS = 50 d
2
smaller
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