Civil Engineering Reference
In-Depth Information
s
L
2
cos
2
b
L
2
DL
D
¼
tan
2
b
2
r
L
2
x
tan b
r
2
x
2
L
2
L
:
Divided by L, the rope extension by twisting the rope is
¼
p
e
D
¼
DL
D
L
1
2
r
x
tan b
r
2
x
2
1
:
ð
2
:
97
Þ
For a constant rope twisting over the rope length L, the change of the rope
length is
DL
D
¼ e
D
L
and if the twisting over the rope length is not constant, the change of the rope
length is
e
D
dx ¼
Z
L
dx
p
1
2
r
x
tan b
r
2
x
2
DL
D
¼
Z
L
x¼0
1
ð
2
:
97a
Þ
x¼0
and with x from (
3.85
) the change of the rope length is
0
@
1
A
dx
s
1
M
c
1
dS
0
þ
m
g
x
2
DL
D
¼
Z
L
ð
Þ
2
r
tan b
c
2
d
2
ð
S
0
þ
m
g
x
Þþ
c
3
G
d
4
ð
Þ
M
c
1
d
S
0
þ
m
g
ð Þ
c
2
d
2
ð
S
0
þ
m
g
x
Þþ
c
3
G
d
4
r
2
1
0
ð
2
:
98
Þ
The equation has to be calculated numerically.
The lay angle b
0
of the twisted wire rope is
tan b
0
¼
u
Du
L
þ
DL
D
¼
L
tan b
L
r
x
L
þ
DL
D
:
With L
þ
DL
D
¼ L
ð
1
þ
e
D
Þ
, the lay angle of the twisted wire rope is then
b
0
¼ arctan
tan b
r
x
1
þ
e
D
:
ð
2
:
99
Þ
and with the elastic rope extension e
E
the lay angle is
b
00
¼ arctan
tan b
r
x
1
þ
e
D
þ
e
E
:
ð
2
:
99a
Þ
The lay length of the twisted wire rope is
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