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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