Civil Engineering Reference
In-Depth Information
Introduced in Eq. (
1.4a
) the compacting grade is
C
¼
1
W
S
d
S
;
comp
m
S
;
comp
:
ð
1
:
4b
Þ
Strand Mass Factor. The strand mass factor W
S
can be evaluated by measure-
ments or calculated with the ratio of the effective strand cross-section A
s,e
mul-
tiplied by the wire mass density q and divided by the square of the strand diameter
d
S,m
4
X
n
W
S
¼
A
S
;
e
q
d
S
;
m
q
d
S
;
m
p
z
i
d
i
=
cos a
i
:
¼
i
¼
0
With small deviation the length-related strand mass factor is
W
S
¼
0
:
00485 kg/(mm
2
m)
for Filler strand 19
þ
6F wires
W
S
¼
0
:
00475 kg/mm
2
m
for Seale strand 19 wires
W
S
¼
0
:
00483 kg/mm
2
m
for Warrington strand 19 wires
W
S
¼
0
:
00485 kg/mm
2
m
for Warr.-Seale strand 36 wires
Example 1.1 Compacting grade
Data:
For a Filler rope 6 9 (19 + 6F) piece of the length L = 400 mm is
the mass of one strand piece M
s,comp
= 121 g
the strand diameter d
S,comp
= 7.27 mm
the strand lay angle b
comp
= 18.6
Results:
strand length l
S,comp
= L/cosb
comp
= 422 mm
length-related strand mass m
S
;
comp
¼
M
S
;
comp
l
S
;
comp
¼
121
422
¼
0
:
287 g/mm
¼
0
:
287 kg/m
The compacting grade is according Eq. (
1.4b
)
C
¼
1
W
S
d
S
;
comp
m
S
;
comp
¼
1
0
:
00485
7
:
27
2
0
:
287
¼
0
:
107
!
10
:
7 %
:
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