Civil Engineering Reference
In-Depth Information
x
ð
u
max
Þ
¼
c
2
S
0
þ
c
3
G
d
2
c
2
L
þ
:
ð
2
:
89
Þ
m
g
sin b
F
c
2
m
g
L
sin b
F
c
2
S
0
þ
c
3
G
d
2
þ
1
ln
The maximum rotary angle is given with x = x(u
max
) in (
2.88
). The maximum
twist angle x
max
occurs on the lower rope end, v = 0. It will be calculated with
(
2.85
) for v = 0 and the torque out of (
2.87
).
For the practical calculation of the rotary angle u and the twist angle x, the
Excel-program SEILDRE2.XLS can be used.
2.4.4.2 Wire Rope Supported Non-rotated at Both Ends, Simplified
Calculation
The torque M in the wire rope supported non-rotated at both ends can be set
simplified with only a small failure
M ¼ c
1
d
ð
S
0
þ
m
g
L
=
2
sin b
F
Þ:
ð
2
:
90
Þ
Then with (
2.85
) the twist angle is
c
1
m
g
ð
L
=
2
x
Þ
sin b
F
c
2
d
ð
S
0
þ
m
g
x
sin b
F
Þþ
c
3
G
d
3
:
x ¼
ð
2
:
91
Þ
With that on the upper rope end the twist angle is
c
1
m
g
L
=
2
sin b
F
c
2
d
ð
S
0
þ
m
g
L
sin b
F
Þþ
c
3
G
d
3
x
upper
¼
ð
2
:
91a
Þ
and on the lower rope end
x
lower
¼
c
1
m
g
L
=
2
sin b
F
c
2
d
S
0
þ
c
3
G
d
3
:
ð
2
:
91b
Þ
For the integration to evaluate the rotary angle u, the denominator of (
2.91
) can be
further simplified with x = L/2. The failure for that is very small if the rope weight
force mgL sinb
F
is smaller than the rope tensile force S
0
. Then the twist angle is
c
1
m
g
ð
L
=
2
Þ
sin b
F
c
2
d
ð
S
0
þ
m
g
L
=
2
sin b
F
Þþ
c
3
G
d
3
x ¼
ð
2
:
92
Þ
and after integration the rotary angle u is
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