Civil Engineering Reference
In-Depth Information
u ¼
c
1
ð
L
x
Þ
c
2
d
c
1
c
3
d
G
c
2
m
g
sin b
F
ln
c
2
d
2
ð
m
g
x
sin b
F
þ
S
0
Þþ
c
3
G
d
4
c
2
G
d
4
:
ð
2
:
86a
Þ
d
2
ð
m
g
L
sin b
F
þ
S
0
Þþ
c
3
The maximum rotary angle u
max
occurs at the lower end of the rope, that means
for x = 0. The most interesting maximum twist angle x
max
occurs at the upper
rope end, for x = L.
According to (
2.85
), the maximum twist angle is
c
1
d
ð
S
0
þ
m
g
L
sin b
F
Þ
c
2
d
2
ð
S
0
þ
m
g
L
sin b
F
Þþ
c
3
G
d
4
:
x
max
¼
ð
2
:
85b
Þ
For the practical calculation of the rotary angle u and the twist angle x, the
Excel-program FREEDRE2.XLS can be used.
Example 2.12: Suspended wire rope without rotation protection at the lower end
Data:
The same data will be used as in Example 2.11, but the tensile force at the lower
rope end is S
0
= 0.
Results:
According to (
2.93
), the maximum rotary angle at the lower rope end is
u
max
¼
15,202
81
;
795
ln 0
:
8433 ¼
15
;
292
þ
13
;
943
u
max
¼
1
;
259 rad
:
With that, the number of rope turns at the lower end is
n
max
¼
u
max
2p
¼
1
;
259
¼
200
:
4
:
2p
According to (
2.94
), the maximum twist angle (rotary angle per length unit at
the upper rope end) is
x
max
¼
4
:
766 rad
=
m
!
x
max
¼
273
^
=
m
!
x
max
¼
437
=
100d
The numbers are given with four or more digits to make it easier to follow the
calculation. But, of course, the results are only valid in a scattering following the
standard deviation of the constants c from Table
2.6
. Above that, the maximum
twist angle 437/100d exceeds the limit 360/100d for the validity of the constants.
But for the rope considered here according to Fig.
2.23
, there is practically no
change of the constants c to be expected.
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