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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