Civil Engineering Reference
In-Depth Information
Dl
S
cos
2
a
i
l
S
1
þ
m
i
sin
2
a
i
S
i
¼
E
i
A
i
:
ð
2
:
20a
Þ
Using (
2.13
) the strand tensile force is
:
X
n
z
i
cos
3
a
i
1
þ
m
i
sin
2
a
i
S ¼
Dl
S
l
S
E
i
A
i
ð
2
:
21
Þ
i¼0
The tensile force in a wire of a specific wire layer k is found by combining
(
2.20
) and (
2.21
) with the elimination of Dl
S
/l
S
cos
2
a
k
1
þ
m
k
sin
2
a
k
E
k
A
k
F
k
¼
S
:
ð
2
:
22
Þ
z
i
cos
3
a
i
1
þ
m
i
sin
2
a
i
P
i¼0
E
i
A
i
The tensile stress in this wire is
cos
2
a
k
1
þ
m
k
E
k
r
tk
¼
F
k
A
k
sin
2
a
k
¼
S
:
ð
2
:
23
Þ
P
i¼0
z
i
cos
3
a
i
1
þ
m
i
sin
2
a
i
E
i
A
i
2.1.4.2 Wire Tensile Stress in Stranded Ropes
As before, the same derivation can be used for the stranded rope by now observing
a strand as a wire. The wire layers keep the counting index i and a certain wire
layer the index k, whereas the strand has the respective indices j and l. The total
number of wire layers in a strand is n
W
and the total number of strand layers is n
s
.
The wire rope tensile force is according to (
2.13
)
S ¼
X
ns
F
j
z
j
cos b
j
j¼0
and with the strand tensile force
n
wj
F
j
¼
X
F
ij
z
ij
cos a
ij
i¼0
the wire rope tensile force is
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