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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