Civil Engineering Reference
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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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