Civil Engineering Reference
In-Depth Information
c
1
m
g
sin b
F
ð
L
x
Þ
x
=
2
c
2
d
ð
S
0
þ
m
g
sin b
F
u ¼
L
=
2
Þþ
c
3
G
d
3
:
ð
2
:
93
Þ
The maximum rotary angle (for x = L/2) is
L
2
u
max
¼
1
c
1
m
g
sin b
F
8
L
=
2
Þþ
c
3
G
d
3
:
ð
2
:
94
Þ
c
2
d
ð
S
0
þ
m
g
sin b
F
Example 2.11 Wire rope supported non-rotated at both ends
Data:
Warr. 8 9 19-NFC-sZ,
rope diameter d = 16 mm or d = 0.016 m
rope length related mass m = 0.89 kg/m
shear module G = 76,000 N/mm
2
or G = 76 9 10
9
N/m
2
rope length L = 500 m
lower tensile load S
0
= 10,000 N
angle b
F
= 90
constants (Table
2.6
) c
1
= 0.108; c
2
= 0.222; c
3
= 0.000268
Results:
According to (
2.87
) the torque is
M ¼
40
:
58
þ
61
:
56 ¼ 20
:
98 Nm
:
According (
2.89
) the maximum angle occurs at the rope length
x
ð
u
max
Þ
¼4080
:
8
3835
:
8 ¼ 245 m
The maximum rotary angle—(
2.88
)—is
u
max
¼
232
:
8 rad
:
The maximum number of rope turns is then
n
max
¼
u
max
2
p
¼
37
:
According to (
2.85
) and (
2.87
), the maximum twist angle is on the lower rope
end (x = 0)
x
lower
¼ x
ð
v ¼ 0
Þ
¼1
:
94 rad
=
m ¼ 111
=
m ¼ 178
=
100d
:
The twist angle on the upper rope end is
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