y turnbuckle range open bod product catalogue 2012 high ... · open bod high performance forged...
TRANSCRIPT
Hig
h P
erf
orm
ance
F
org
ed C
hro
me B
ronze
T
urn
buck
les
& T
erm
inals
OP
EN
BO
DY
TU
RN
BU
CK
LE
RA
NG
E
2012
Pro
du
ct
Cata
log
ue
REG
ATTA
FO
RG
ED
CH
RO
ME B
RO
NZE R
IGG
ING
SCREW
Laser
etc
hed u
niq
ue I
D f
or
traceability
Infinity d
esig
n p
rofile
with incre
ased
mate
rial in
critical str
ess a
reas.
30%
str
onger
- w
ill m
atc
h b
reak
loads o
f H
AM
MA P
ro c
able
Toggle
length
optim
ised
with o
vers
ized c
ross p
info
r additio
nal str
ength
Rolled t
hre
ad s
tuds
HA
MM
A R
eg
att
a o
pen b
ody
turn
buck
les
have
been d
esi
gned t
o
matc
h the e
xtre
me h
igh p
erf
orm
ance
of th
e H
AM
MA
X a
nd H
AM
MA
Pro
cable
s fo
r th
e d
inghy,
raci
ng a
nd c
ruis
ing m
ark
ets
.
The H
AM
MA
range o
f co
nve
ntio
nal
and c
om
pact
sta
inle
ss s
teel
wire s
trand h
as
up t
o a
30%
hig
her
min
imum
bre
aki
ng s
trength
(MB
S)
than o
ur
com
petit
ors
...
so t
he c
halle
nge w
as
to e
ngin
eer
a
range
of
rigg
ing
hard
ware
th
at
could
m
atc
h
the
incr
ease
d
perf
orm
ance
of o
ur
wire.
Made f
rom
the h
ighest
qualit
y m
ate
rials
, and m
anufa
cture
d u
sing
the la
test
cuttin
g e
dge t
ech
nolo
gy,
a c
om
ple
te r
ange o
f tu
rnbuck
les
and term
inals
are
now
ava
ilable
.
When ext
rem
e pe
rform
ance
, co
rrosi
on re
sist
ance
and dura
bili
ty
count, t
he H
AM
MA
Regatt
a r
ange h
as
been e
ngin
eere
d t
o p
rovi
de
the u
ltim
ate
sta
ndin
g r
iggin
g s
olu
tion.
HA
MM
A R
eg
att
a –
IT
’S D
OW
N T
O T
HE
WIR
E!
KE
Y F
EA
TU
RE
S =
30%
Hig
her
Perf
orm
an
ce
1. In
cre
ased
Mate
rial in
Key S
tress A
reas
Usi
ng the
late
st tech
nolo
gy
to d
ete
rmin
e k
ey
stre
ss a
reas
when u
nder
load,
we h
ave
desi
gned t
he H
AM
MA
Regatta r
ange t
o h
ave
a s
leek,
in
finity
desi
gn,
while
at
the s
am
e t
ime incr
easi
ng t
he m
ate
rial use
d in
key
stre
ss a
reas.
This
has
resu
lted i
n a
fitt
ing t
hat
is u
p t
o 3
0%
str
onger
than o
ther
fittin
gs
on t
he m
ark
et, a
nd w
ill m
atc
h t
he b
reak
loads
of
the H
AM
MA
P
ro r
ange.
2. R
olled
Th
read
s
Rolle
d th
reads
offer
a dis
tinct
adva
nta
ge by
form
ing co
mpre
ssed,
contin
uou
s gra
nula
r lin
es
that
resi
st st
rip
pin
g – th
is is
part
icula
rly
evi
dent
in t
he r
oot
sect
ion o
f th
e t
hre
ad w
here
com
pre
ssed g
ranula
r lin
es
incr
ease
hard
ness
by
30%
.
The a
ctiv
e s
tre
ss a
rea is
als
o m
axi
miz
ed b
y co
mpre
ssed r
edis
trib
utio
n
of th
e m
ate
rial,
as
oppose
d to m
ate
rial l
oss
.
3. T
og
gle
Str
en
gth
& S
wag
e L
en
gth
Toggle
le
ngth
o
ptim
ized
with
ove
rsiz
ed
cross
pin
s fo
r in
crease
d
stre
ngth
.
At
the s
am
e t
ime
, our
swage l
ength
has
been i
ncr
ease
d t
o 1
2 t
imes
wire d
iam
ete
r.
Deca
des
of
inte
rnal
dest
ruct
ion
test
ing
on
manufa
cture
d
cable
s dete
rmin
ed t
hat
the
optim
al
length
for
the s
wage i
s 12 t
imes
wire
dia
mete
r – t
his
pro
vides
the u
ltim
ate
weig
ht
v perf
orm
ance
solu
tion –
ensu
res
your
stan
din
g r
iggin
g d
oes
not
fail
due t
o s
lippage o
f w
ire in
the s
wage e
nds
und
er
ext
rem
e c
onditi
ons.
4. In
div
idu
al C
om
po
nen
t T
raceab
ilit
y
Indiv
idual co
mp
on
en
ts a
re lase
r etc
hed t
o a
llow
com
ple
te t
race
abili
ty
for
riggers
and y
ach
t ow
ners
. B
enefit
s of
this
incl
ude a
llow
ing r
iggers
to
tr
ack
re
pla
cem
ent
timelin
es
for
pro
duct
s and pro
vidin
g deta
iled
pro
duct
info
rma
tion
to
cust
om
ers
.
Ind
ivid
ual C
om
po
nen
t Tra
ceab
ilit
y
81
24
-39
00
81
24
-39
00
Ro
lled
Th
read
Cu
t T
hre
ad
tip s
ect
ion
(ma
jor
dia
mete
r)
tip s
ect
ion
(ma
jor
dia
mete
r)
Rein
forc
ed L
ines
Str
ess
Poin
t
gra
nu
lar
lin
es
root se
ctio
n(m
inor
dia
mete
r)
gra
nu
lar
lin
es
root se
ctio
n(m
inor
dia
mete
r)
Gra
nula
r lin
es
are
not bro
ken b
ut enhance
d in
the tip
sect
ion (
majo
r dia
mete
r)
and r
oot se
ctio
n (
min
or
dia
mete
r) o
f a r
olle
d thre
ad p
roce
ss, m
aki
ng a
rolle
d
thre
ad
resi
stance
to fatig
ue b
efo
re tensi
le s
tress
can b
e form
ed.
Gra
nula
r lin
es
of a c
ut th
read a
re c
om
ple
tely
cut th
rough le
avi
ng the thre
aded
roots
(m
inor
dia
mete
r) e
xpose
d a
s hig
h s
tress
poin
ts for
tensi
le s
tress
build
up.
Te
ch
nic
al
Da
ta
Ma
teri
al
: A
ISI3
16
C
on
str
uc
tio
n:
Co
mp
ac
ted
str
an
d
Mo
du
lus
: 1
32
+/-
10
kN
/mm
2
Of
Ela
sti
cit
y
No
te:
Lim
it t
en
sio
n i
s c
alc
ula
ted
a
t 6
0%
of
MB
L
HA
MM
A P
RO
-ST
RA
ND
ha
s b
eco
me
th
e le
ad
ing
co
mp
acte
d s
tra
nd
use
d g
lob
ally
in
th
e m
ari
ne
in
du
str
y d
ue
to
:
1.
Ex
tre
me
Pe
rfo
rma
nc
e –
in
cre
ase
d m
inim
um
bre
aki
ng
str
en
gth
re
sultin
g in
sta
nd
ing
rig
gin
g t
ha
t co
ntin
ue
s to
perf
orm
when y
our
com
petit
ors
have
faile
d.
2.
Co
rro
sio
n R
es
ista
nc
e –
ma
de
sp
ecific
ally
fo
r th
e h
ars
he
st
ma
rin
e c
on
ditio
ns,
it is m
an
ufa
ctu
red
fro
m t
he
hig
hest
qualit
y ra
w m
ate
rials
that have
been p
rove
n a
nd test
ed in
the s
outh
ern
oce
ans
for
ove
r 20 y
ears
.
3.
Su
pe
rio
r F
inis
h –
th
e e
lect
ro-p
olis
he
d s
mo
oth
, b
rig
ht
fin
ish
no
t o
nly
lo
oks
an
d f
ee
ls g
rea
t, r
ed
uci
ng
po
ten
tia
l
dam
age to e
xpensi
ve s
ails
and r
iggin
g, it
als
o s
ignifi
cantly
incr
ease
s co
rrosi
on r
esi
stance
.
4.
Du
rab
ilit
y –
su
ita
ble
fo
r th
e d
ing
hy,
racin
g a
nd
cru
isin
g m
ark
ets
, id
ea
lly c
om
bin
ed
with
th
e H
AM
MA
Re
ga
tta
ra
nge o
f open b
ody
turn
buck
les
and term
inals
to p
rovi
de a
relia
ble
, hig
h p
erf
orm
ance
sta
ndin
g r
iggin
g s
olu
tion.
1x19
1x2
51x7
wit
h M
icro
-str
etc
h T
ec
hn
olo
gie
s.
1x19
1x25
1x7
1x19
7x7
7x
19
1x3
71x61
wit
h M
icro
-str
etc
h T
ech
no
log
ies.
Code
Ø C
able
(m
m)
Co
nst
ruct
ion
W
eig
ht
(kg
pe
r 1
00
m)
MB
S
(kg
f)
MB
S
(kN
)
HA
MM
A020
2.0
1
x7
2.4
4
50
4
.41
HA
MM
A025
2.5
1
x7
3.4
7
00
6
.86
HA
MM
A030
3.0
1
x7
4.9
1
,02
5
10
.05
HA
MM
A035
3.5
1
x7
6.7
1
,37
5
13
.48
HA
MM
A040
4.0
1
x7
8.8
1
,80
0
17
.60
HA
MM
A050
5.0
1
x19
1
3.5
2
,60
0
25
.50
HA
MM
A060
6.0
1
x19
1
9.4
3
,70
0
36
.28
HA
MM
A070
7.0
1
x19
2
6.0
5
,10
0
50
.01
HA
MM
A080
8.0
1
x19
3
4.5
6
,50
0
63
.74
HA
MM
A090
9.0
1
x19
4
7.9
9
,00
0
88
.26
HA
MM
A100
10.0
1
x19
5
4.0
1
0,2
50
1
00
.52
HA
MM
A11
0
11.0
1
x19
6
8.0
1
3,5
00
1
32
.39
HA
MM
A120
12.0
1
x19
8
0.7
1
4,4
00
1
41
.22
HA
MM
A140
14.0
1
x25
1
04
.2
19
,30
0
18
9.2
7
HA
MM
A160
16.0
1
x25
1
43
.4
25
,60
0
25
1.0
5
HA
MM
A190
19.0
1
x25
1
74
.7
32
,00
0
31
3.8
1
HA
MM
A M
ari
ne
Ca
ble
Ra
ng
e
HA
MM
A i
s co
mm
itted t
o p
rovi
din
g t
he m
arine i
ndust
ry w
ith t
he
leadin
g r
ange o
f co
nve
ntio
nal and c
om
pact
ed s
tain
less
ste
el w
ire
rope a
nd s
trand, fo
r use
in s
tandin
g a
nd r
unnin
g r
iggin
g.
Our
com
mitm
ent
to
rese
arc
h
and
deve
lopm
ent
and
contin
ual
impro
vem
ent h
as
resu
lted in
HA
MM
A P
RO
-ST
RA
ND
and H
AM
MA
X-S
TR
AN
D
beco
min
g
the
first
ch
oic
e
of
the
world’s
le
adin
g
riggers
, ya
cht ow
ners
and s
ailo
rs.
The w
ire r
ope a
nd s
trand c
onst
ruct
ions
curr
ently
ava
ilable
in t
he
HA
MM
A m
arine r
ange a
re il
lust
rate
d b
elo
w... co
nta
ct y
our
neare
st
dis
trib
uto
r to
request
a 2
012 H
AM
MA
Wire C
ata
logue t
o v
iew
the
full
range a
nd s
peci
ficatio
ns.
Te
ch
nic
al
Da
ta
Ma
teri
al
: A
ISI3
16
C
on
str
uc
tio
n:
1x
19
sp
ira
l s
tra
nd
M
od
ulu
s o
f E
las
tic
ity
: 1
32
+/-
10
kN
/mm
2
No
te:
Lim
it t
en
sio
n i
s
ca
lcu
late
d a
t 6
0%
of
MB
L
Min
imum
Bre
aki
ng S
trength
(M
BS
) of H
AM
MA
X-S
TR
AN
D is
up
to 3
0%
gre
ate
r th
an o
ther
leadin
g b
rands
Xtr
em
e O
utp
erf
orm
an
ce o
f H
AM
MA
X
Str
an
d -
MB
S (
kg
f) C
om
pa
riso
n
Xtr
em
e O
utp
erf
orm
an
ce
Code
Ø C
able
(m
m)
Ø C
able
(I
mperial)
Co
nst
ruct
ion
Weig
ht
(kg p
er
100m
) M
BS
(k
gf)
M
BS
(k
N)
S619020
2.0
5/6
4”
1x1
9
2.0
336
3.3
0
S619025
2.5
1x1
9
3.1
525
5.1
5
S619030
3.0
1x1
9
4.5
756
7.1
4
S619035
3.5
1x1
9
7.3
1,0
30
10.1
0
S619040
4.0
5/3
2”
1x1
9
8.0
1,3
40
13.1
4
S619048
4.8
3/1
6”
1x1
9
11.5
1,9
35
19.9
8
S619050
5.0
1x1
9
12.5
2,1
00
20.5
9
S619055
5.5
7/3
2”
1x1
9
15.7
2,6
39
25.8
8
S619060
6.0
1x1
9
18.0
3,0
30
29.7
1
S619064
6.4
1/4
” 1x1
9
20.4
3,4
42
33.7
5
S619070
7.0
1x1
9
24.5
4,1
20
40.4
0
S619072
7.2
9/3
2”
1x1
9
25.9
4,3
57
42.7
3
S619080
8.0
5/1
6”
1x1
9
32.0
5,3
80
52.7
6
S619090
9.0
1x1
9
40.1
6,6
55
65.2
7
S619096
9.6
3/8
” 1x1
9
46.0
7,7
46
75.9
6
S619100
10.0
1x1
9
50.0
8,4
00
82.3
8
S61911
0
11.0
7/1
6”
1x1
9
62.7
10,5
74
103.7
0
S619120
12.0
1x1
9
72.0
12,1
02
118.6
8
S619127
12.7
1/2
” 1x1
9
80.6
13,5
55
132.9
3
S619140
14.0
1x1
9
98.0
16,4
73
161.5
4
S619143
14.3
9/1
6”
1x1
9
102.0
17,1
86
168.5
4
S619160
16.0
5/8
” 1x1
9
128.0
20,5
00
201.0
4
S619190
19.0
3/4
” 1x1
9
156.0
30,3
00
297.1
4
0
5,0
00
10
,00
0
15
,00
0
20
,00
0
25
,00
0
30
,00
0
35
,00
0
HA
MM
A X
!"#$%&'"()*
!"#$%&'"()+
HA
MM
A X
-ST
RA
ND
has
been t
he le
adin
g c
onve
ntio
nal s
trand u
sed in
the s
outh
ern
hem
isphere
for
ove
r 20
years
, m
ain
ly d
ue
to a
min
imum
bre
aki
ng s
trength
(M
BS
) th
at
is u
p t
o 3
0%
gre
ate
r th
an o
ur
com
petit
ors
.
The H
AM
MA
Regatta r
ange o
f fit
tings
have
been e
ngin
eere
d t
o c
om
plim
ent
this
mark
et
leadin
g p
roduct
to
ensu
re y
our
stand
ing r
iggin
g p
erf
orm
s w
hen y
ou n
eed i
t to
...
when h
igh p
erf
orm
ance
and r
elia
bili
ty c
ount.
HA
MM
A –
IT
’S D
OW
N T
O T
HE
WIR
E!
Pro
du
ct
Info
rmati
on
2012
“The c
halle
nge w
as
to d
eve
lop a
range o
f fit
tings
that
exc
eeded the m
inim
um
bre
aki
ng s
trength
(M
BS
) of
both
the
HA
MM
A P
RO
-ST
RA
ND
and H
AM
MA
X-S
TR
AN
D.
Due to im
pro
vem
ents
in w
ire t
ech
nolo
gy
ove
r th
e p
ast
few
ye
ars
, h
igher
MB
S’s
are
bein
g a
chie
ved,
and w
e f
ound t
hat
som
e le
ad
ing f
ittin
g b
rands
no lo
nger
matc
hed t
he in
crease
d
wire s
trand p
erf
orm
ance
requirem
ents
.
The d
eve
lopm
ent
of
the H
AM
MA
Regatt
a r
ange f
ills
this
void
by
sup
ply
ing o
ur
cust
om
ers
a c
om
ple
te o
pen-b
ody
solu
tion
tha
t w
ill p
rovi
de s
tandin
g r
iggin
g o
f th
e h
ighest
qualit
y.”
Davi
d S
heedy,
CE
O
Tu
rnb
uckle
To
gg
le-S
wag
e (
Metr
ic W
ire)
Te
ch
nic
al
Da
ta
Re
ga
tta
Tu
rnb
uc
kle
To
gg
le T
erm
ina
l
To
gg
le:
Sh
ee
t A
ISI3
16
– E
N 1
.44
01
T
erm
ina
l:
Ba
r A
ISI3
16
– E
N 1
.44
01
B
od
y:
Bro
nze
H
ex
Nu
t:
Fo
rge
d A
ISI3
6 –
EN
1.4
40
1
Su
pp
lie
d:
Bo
th H
ex
Nu
ts &
Sp
lit
Pin
s
as
sta
nd
ard
N
ote
: L
imit
te
ns
ion
is
ca
lcu
late
d
at
60
% o
f M
BS
Code
Cable
(mm
) P
inA
C
(mm
)(m
m)
(mm
)
L M
in
(mm
)
L M
ax
(mm
)(k
gf)
(kN
)
MB
SM
BS
RG
T-T
TS
M-0
40
54
92
1.5
8.0
26
8.0
2,2
00
21
.6
RG
T-T
TS
M-0
50
55
92
1.5
8.0
28
5.0
2,4
00
23
.5
RG
T-T
TS
M-0
50
65
11
26
.59
.53
23
.03
,20
03
1.4
RG
T-T
TS
M-0
60
66
11
26
.59
.53
33
.03
,60
03
5.3
RG
T-T
TS
M-0
60
76
14
29
.51
1.0
38
4.5
5,0
00
49
.1
RG
T-T
TS
M-0
60
86
14
29
.51
2.7
39
6.0
6,8
00
66
.7
RG
T-T
TS
M-0
70
87
14
29
.51
2.7
40
6.0
6,8
00
66
.7
RG
T-T
TS
M-0
80
88
14
29
.51
2.7
41
6.0
6,8
00
66
.7
RG
T-T
TS
M-0
81
08
18
37
.01
5.8
47
4.0
10
,90
01
06
.9
RG
T-T
TS
M-0
91
09
18
37
.01
5.8
49
4.0
10
,90
01
06
.9
22
42
.01
9.0
59
4.0
15
,90
01
56
.0
25
46
.02
2.2
66
8.4
21
,50
02
10
.9
28
54
.02
5.4
74
9.0
28
,30
02
77
.6
RG
T-T
TS
M-1
01
01
01
83
7.0
15
.85
04
.0
35
8.0
37
5.0
42
3.0
43
3.0
50
3.5
51
6.0
52
6.0
53
6.0
61
4.0
63
4.0
75
4.0
83
8.4
93
9.0
64
4.0
10
,90
01
06
.9
RG
T-T
TS
M-1
21
21
2
RG
T-T
TS
M-1
41
41
4
RG
T-T
TS
M-1
61
61
6
A
L
D
C
Tu
rnb
uckle
To
gg
le-S
wag
e (
Imp
eri
al W
ire)
Te
ch
nic
al
Da
ta
Reg
att
a T
urn
bu
ckle
To
gg
le T
erm
inal
To
gg
le:
Sh
ee
t A
ISI3
16
– E
N 1
.44
01
T
erm
ina
l:
Ba
r A
ISI3
16
– E
N 1
.44
01
He
x N
ut
: F
org
ed
AIS
I36
– E
N 1
.44
01
S
up
pli
ed
: B
oth
He
x N
uts
& S
pli
t P
ins
a
s s
tan
da
rd
No
te:
Lim
it t
en
sio
n i
s c
alc
ula
ted
a
t 6
0%
of
MB
S
Code
Cable
(inch
) P
inA
C
(mm
)(m
m)
(mm
)
L M
in
(mm
)
L M
ax
(mm
)(k
gf)
(kN
)
MB
SM
BS
RG
T-T
TS
-05
05
5/3
2”
92
1.5
8.0
26
8.0
2,2
00
21
.6
RG
T-T
TS
-06
05
3/1
6”
92
1.5
8.0
28
5.0
2,4
00
23
.5
RG
T-T
TS
-06
06
3/1
6”
11
26
.59
.53
23
.03
,20
03
1.4
RG
T-T
TS
-07
06
7/3
2”
11
26
.59
.53
33
.03
,60
03
5.3
RG
T-T
TS
-08
07
1/4
”1
42
9.5
11
.03
83
.55
,00
04
9.1
RG
T-T
TS
-08
08
1/4
”1
42
9.5
12
.73
96
.06
,60
06
4.7
RG
T-T
TS
-09
08
9/3
2”
14
29
.51
2.7
40
6.0
6,8
00
66
.7
RG
T-T
TS
-10
08
5/1
6”
14
29
.51
2.7
41
6.0
6,8
00
66
.7
RG
T-T
TS
-10
10
5/1
6”
18
37
.01
5.8
47
4.0
10
,90
01
06
.9
RG
T-T
TS
-12
10
3/8
”1
83
7.0
15
.85
04
.01
0,9
00
10
6.9
22
42
.01
9.0
57
9.0
14
,80
01
45
.2
25
46
.02
2.2
64
3.4
16
,60
01
62
.8
RG
T-T
TS
-14
12
35
8.0
37
5.0
42
3.0
43
3.0
50
3.5
51
6.0
52
6.0
53
6.0
61
4.0
64
4.0
73
9.0
81
3.4
RG
T-T
TS
-16
14
7/1
6”
RG
T-T
TS
-18
16
1/2
”
28
54
.02
5.4
74
9.4
28
,30
02
77
.69
39
.45
/8”
A
L
D
C
Bo
dy
: B
ron
ze
Tu
rnb
uckle
To
gg
le-T
og
gle
Te
ch
nic
al
Da
ta
Reg
att
a T
urn
bu
ckle
To
gg
le
To
gg
le:
Sh
ee
t A
ISI3
16
– E
N 1
.44
01
B
od
y:
Bro
nze
H
ex
Nu
t:
Fo
rge
d A
ISI3
6 –
EN
1.4
40
1
Su
pp
lie
d:
Bo
th H
ex
Nu
ts &
Sp
lit
Pin
s
as
sta
nd
ard
N
ote
: L
imit
te
ns
ion
is
ca
lcu
late
d
at
60
% o
f M
BS
!!"!
A
L
D
C
Pin
AC
(mm
)(m
m)
(mm
)
L M
in
(mm
)
L M
ax
(mm
)(k
gf)
(kN
)
MB
SM
BS
RG
T-T
TT
-05
RG
T-T
TT
-06
RG
T-T
TT
-07
RG
T-T
TT
-08
RG
T-T
TT
-10
RG
T-T
TT
-12
RG
T-T
TT
-14
RG
T-T
TT
-16
Code
921
.58.0
258.0
304.5
365.0
396.0
451.0
526.0
585.4
659.0
348.0
404.5
605.0
636.0
731.0
846.0
925.4
1,0
39.0
2,4
00
23.5
11
26.5
9.5
3,6
00
35.3
14
29.5
11.0
5,0
00
49.1
14
29.5
12.7
6,8
00
66.7
18
22
25
28
37.0
42.0
46.0
54.0
15.8
19.0
22.2
25.4
10,9
00
15,9
00
21,5
00
28,3
00
106.9
156.0
210.9
277.9
Tu
rnb
uckle
Bo
dy
Te
ch
nic
al
Da
ta
Reg
att
a T
urn
bu
ckle
Bo
dy
B
(mm
)
L
(mm
)
MB
S
(kgf)
MB
S
(kN
)
Code
Thre
ad
RG
T-B
OD
Y-0
5
RG
T-B
OD
Y-0
6
RG
T-B
OD
Y-0
7
RG
T-B
OD
Y-0
8
RG
T-B
OD
Y-1
0
RG
T-B
OD
Y-1
2
RG
T-B
OD
Y-1
4
RG
T-B
OD
Y-1
6
12
132
2,4
00
23.5
14
155
3,7
50
36.8
16
180
5,0
00
49.1
18
190
6,8
00
66.7
20
26
30
35
223
258
290
322
10,9
00
15,9
00
21,7
00
28,3
00
106.9
156.0
212.9
277.6
Bo
dy
: B
ron
ze
No
te:
Lim
it t
en
sio
n i
s c
alc
ula
ted
a
t 6
0%
of
MB
S
BL
Sw
ag
e T
og
gle
s (
Me
tric
Wir
e)
Te
ch
nic
al
Da
ta
RA
E T
og
gle
Term
inal
Co
de
(mm
)A
Pin
(mm
)C
(mm
)(m
m)
(in
ch)
L(m
m)
MB
S(k
gf)
MB
S(k
N)
RG
T-S
WT
M-0
405
49
21
.58
.01
09
.5
RG
T-S
WT
M-0
505
59
21
.58
.01
20
.5
RG
T-S
WT
M-0
506
51
12
6.5
9.5
13
3.5
RG
T-S
WT
M-0
606
61
12
5.5
9.5
14
4.0
RG
T-S
WT
M-0
607
61
42
9.5
11
.01
62
.5
RG
T-S
WT
M-0
608
61
42
9.5
12
.71
62
.5
RG
T-S
WT
M-0
708
71
42
9.5
12
.71
73
.5
RG
T-S
WT
M-0
808
81
42
9.5
12
.71
88
.5
RG
T-S
WT
M-0
810
81
83
7.0
15
.82
03
.0
RG
T-S
WT
M-0
910
91
83
8.0
15
.82
15
.0
RG
T-S
WT
M-1
010
10
18
22
25
28
38
.0
42
.0
46
.0
54
.0
15
.8
19
.0
22
.2
25
.4
22
5.0
27
3.0
31
3.0
35
3.0
2,2
00
3,1
00
3,2
00
4,5
00
6,0
00
6,8
00
8,0
00
8,0
00
11
,20
0
12
,30
0
12
,30
0
16
,40
0
23
,90
0
29
,70
0
21
.6
30
.4
31
.4
44
.1
58
.9
66
.7
78
.5
78
.5
10
9.9
12
0.7
12
0.7
16
0.9
23
4.5
29
1.4
RG
T-S
WT
M-1
212
12
RG
T-S
WT
M-1
414
14
RG
T-S
WT
M-1
616
16
To
gg
le:
Sh
ee
t A
ISI3
16
– E
N 1
.44
01
T
erm
ina
l:
Ba
r A
ISI3
16
– E
N 1
.44
01
N
ote
: L
imit
te
ns
ion
is
ca
lcu
late
d
at
60
% o
f M
BS
A
L
C
D
Sw
ag
e T
og
gle
s (
Imp
eri
al W
ire)
Te
ch
nic
al
Da
ta
RA
E T
og
gle
Term
inal
Code
(inch
)A
Pin
(mm
)C
(mm
)(m
m)
L(m
m)
MB
S(k
gf)
MB
S(k
N)
RG
T-S
WT
-0505
5/3
2”
921.5
8.0
109.5
RG
T-S
WT
-0605
3/1
6”
921.5
8.0
120.5
RG
T-S
WT
-0606
3/1
6”
11
26.5
9.5
133.5
RG
T-S
WT
-0706
7/3
2”
11
25.0
9.5
144.0
RG
T-S
WT
-0807
1/4
”14
29.5
11.0
162.5
RG
T-S
WT
-0808
1/4
”14
29.5
12.7
162.5
RG
T-S
WT
-0908
9/3
2”
14
29.5
12.7
173.5
RG
T-S
WT
-1008
5/1
6”
14
29.5
12.7
188.5
RG
T-S
WT
-1010
5/1
6”
18
37.0
15.8
203.0
RG
T-S
WT
-1210
3/8
”18
38.0
15.8
225.0
22
25
28
42.0
46.0
54.0
19.0
22.0
25.4
258.0
286.0
353.0
2,2
00
2,9
00
3,2
00
3,8
50
6,0
00
6,6
00
7,6
00
7,6
00
11,2
00
12,4
00
14,8
00
16,6
00
30,1
00
21.6
28.4
31.4
37.8
58.9
64.7
74.6
74.6
109.9
121.6
145.2
162.8
295.3
RG
T-S
WT
-1412
7/1
6”
RG
T-S
WT
-1614
1/2
”
RG
T-S
WT
-1816
5/8
”
A
L
C
D
To
gg
le:
Sh
ee
t A
ISI3
16
– E
N 1
.44
01
T
erm
ina
l:
Ba
r A
ISI3
16
– E
N 1
.44
01
N
ote
: L
imit
te
ns
ion
is
ca
lcu
late
d
at
60
% o
f M
BS
Sw
ag
e S
tud
s (
Metr
ic W
ire)
Te
ch
nic
al
Da
ta
Reg
att
a T
erm
inal
RH
Te
rmin
al
: B
ar
AIS
I31
6 –
EN
1.4
40
1
No
te:
Lim
it t
en
sio
n i
s c
alc
ula
ted
a
t 6
0%
of
MB
S
* L
eft
an
d r
igh
t h
an
d t
hre
ad
s a
va
ila
ble
Code
(mm
)T
hre
ad
L
(mm
)
L1
(mm
)
MB
S
(kgf)
MB
S
(kN
)
RG
T-S
WS
M-0
405
4
RG
T-S
WS
M-0
505
5
RG
T-S
WS
M-0
506
5
RG
T-S
WS
M-0
606
6
RG
T-S
WS
M-0
607
6
RG
T-S
WS
M-0
608
6
RG
T-S
WS
M-0
708
7
RG
T-S
WS
M-0
808
8
RG
T-S
WS
M-0
810
8
RG
T-S
WS
M-0
910
9
RG
T-S
WS
M-1
010
10
RG
T-S
WS
M-1
212
12
RG
T-S
WS
M-1
414
14
RG
T-S
WS
M-1
616
16
135
152
165
175
195
200
210
220
240
260
270
320
360
404
69
69
80
80
94
98
98
98
117
117
117
135
149
168
2,2
00
2,4
00
3,2
00
3,7
50
5,0
00
6,8
00
6,8
00
6,8
00
10,9
00
10,9
00
10,9
00
15,9
00
21,7
00
28,3
00
21.6
23.5
31.4
36.8
49.1
66.7
66.7
66.7
106.9
106.9
106.9
156.0
212.9
277.6
L
L1
Sw
ag
e S
tud
s (
Imp
eri
al W
ire)
Te
ch
nic
al
Da
ta
Reg
att
a T
erm
inal
RH
Code
(inch)
Thre
ad
L
(mm
)
L1
(mm
)
MB
S
(kgf)
MB
S
(kN
)
RG
T-S
WS
-05
05
5/3
2”
RG
T-S
WS
-06
05
3/1
6”
RG
T-S
WS
-06
06
3/1
6”
RG
T-S
WS
-07
06
7/3
2”
RG
T-S
WS
-08
07
1/4
”
RG
T-S
WS
-08
08
1/4
”
RG
T-S
WS
-09
08
9/3
2”
RG
T-S
WS
-10
08
5/1
6”
RG
T-S
WS
-10
10
5/1
6”
RG
T-S
WS
-12
10
3/8
”
RG
T-S
WS
-14
12
7/1
6”
RG
T-S
WS
-16
14
1/2
”
RG
T-S
WS
-18
16
5/8
”
135
152
165
175
195
200
210
220
240
270
305
335
404
69
69
80
80
94
98
98
98
117
117
135
149
168
2,2
00
2,9
00
3,2
00
3,8
50
6,0
00
6,6
00
7,6
00
7,6
00
11,2
00
12,4
00
14,8
00
16,6
00
30,1
00
21.6
28.5
31.4
37.8
58.9
64.7
74.6
74.6
109.9
121.6
145.2
162.8
295.3
L
L1
Te
rmin
al
: B
ar
AIS
I31
6 –
EN
1.4
40
1
No
te:
Lim
it t
en
sio
n i
s c
alc
ula
ted
a
t 6
0%
of
MB
S
* L
eft
an
d r
igh
t h
an
d t
hre
ad
s a
va
ila
ble
Th
read
ed
To
gg
les
Te
ch
nic
al
Da
ta Reg
att
a T
og
gle
Th
read
Stu
d R
H/L
H
A
(mm
)
C
(mm
)
Pin
(mm
)
L
(mm
)
L1
(mm
)
MB
S
(kgf)
MB
S
(kN
)C
ode
Thre
ad
RG
T-T
HT
R-0
58.0
921.5
125.5
2,4
00
3,6
00
5,0
00
6,8
00
10,9
00
15,9
00
21,5
00
28,3
00
23.5
35.3
49.1
66.7
106.9
156.0
210.9
277.6
RG
T-T
HT
R-0
69.5
11
26.5
146.5
RG
T-T
HT
R-0
711.0
14
29.5
176.5
RG
T-T
HT
R-0
812.7
14
29.5
178.5
RG
T-T
HT
R-1
015.8
19.0
22.2
25.4
18
22
25
28
38.0
42.0
46.0
54.0
217.0
252.0
277.0
314.0
69
80
94
98
117
135
149
168
RG
T-T
HT
R-1
2
RG
T-T
HT
R-1
4
RG
T-T
HT
R-1
6
To
gg
le:
Sh
ee
t A
ISI3
16
– E
N 1
.44
01
T
erm
ina
l:
Ba
r A
ISI3
16
– E
N 1
.44
01
N
ote
: L
imit
te
ns
ion
is
ca
lcu
late
d
at
60
% o
f M
BS
* L
eft
an
d r
igh
t h
an
d t
hre
ad
s a
va
ila
ble
A
C
L
L1
Th
read
ed
Eye
Te
ch
nic
al
Da
ta
Reg
att
a E
ye
Th
read
Stu
d R
H/L
H
Code
Thre
ad
A
(mm
)
B
(mm
)
C
(mm
)
D
(mm
)
L
(mm
)
L1
(mm
)
MB
S
(kgf)
MB
S
(kN
)
RG
T-T
HE
-05
RG
T-T
HE
-06
RG
T-T
HE
-07
RG
T-T
HE
-08
RG
T-T
HE
-10
RG
T-T
HE
-12
RG
T-T
HE
-14
RG
T-T
HE
-16
20
23
30
30
38
44
54
62
11
12
18
18
22
26
27
34
7.2
9.0
10.2
12.0
15.0
18.0
21.0
24.9
8.5
9.8
11.5
13.2
16.5
20.0
23.0
26.5
104
120
147
150
180
210
231
260
69
80
94
98
117
135
149
168
2,4
00
3,6
00
5,0
00
6,8
00
10,9
00
15,9
00
21,5
00
28,3
00
23.5
35.3
49.1
66.7
106.9
156.0
210.9
277.6
Ey
e T
erm
ina
l:
Ba
r A
ISI3
16
– E
N 1
.44
01
N
ote
: L
imit
te
ns
ion
is
ca
lcu
late
d
at
60
% o
f M
BS
L
L1
A
B
C
D
Sw
ag
e E
ye (
Metr
ic)
Te
ch
nic
al
Da
ta
Ey
e T
erm
ina
l:
Ba
r A
ISI3
16
– E
N 1
.44
01
N
ote
: L
imit
te
ns
ion
is
ca
lcu
late
d
at
60
% o
f M
BS
RA
E E
ye
Te
rmin
al
Co
de
Cable
(mm
)
Pin
AC
(mm
)(m
m)
(mm
)
L M
in
(mm
)
L M
ax
(mm
)(k
gf)
(kN
)
MB
SM
BS
RG
T-T
TS
M-0
40
54
92
1.5
8.0
AE
DC
=%
AF
A=
=%
AB
CE
%
RG
T-T
TS
M-0
50
55
92
1.5
8.0
AD
?C
=%
AF
>=
=%
AG
C?
%
RG
T-T
TS
M-0
50
65
11
26
.59
.5G
AG
C=
%G
CA
==
%G
BC
>%
RG
T-T
TS
M-0
60
66
11
26
.59
.5G
GG
C=
%G
FE
==
%G
?C
G%
RG
T-T
TS
M-0
60
76
14
29
.51
1.0
GD
>C
?%
?F
==
=%
>@
CB
%
RG
T-T
TS
M-0
60
86
14
29
.51
2.7
G@
EC
=%
EF
D=
=%
EE
CH
%
RG
T-T
TS
M-0
70
87
14
29
.51
2.7
>=
EC
=%
EF
D=
=%
EE
CH
%
RG
T-T
TS
M-0
80
88
14
29
.51
2.7
>B
EC
=%
EF
D=
=%
EE
CH
%
RG
T-T
TS
M-0
81
08
18
37
.01
5.8
>H
>C
=%
B=
F@
==
%B
=E
C@
%
RG
T-T
TS
M-0
91
09
18
37
.01
5.8
>@
>C
=%
B=
F@
==
%B
=E
C@
%
22
42
.01
9.0
?@
>C
=B
?F
@=
=B
?E
C=
25
46
.02
2.2
EE
DC
>A
BF
?=
=A
B=
C@
28
54
.02
5.4
H>
@C
=A
DF
G=
=A
HH
CE
RG
T-T
TS
M-1
01
01
01
83
7.0
15
.8?
=>
C=
%
G?
DC
=
GH
?C
=%
>A
GC
=%
>G
GC
=%
?=
GC
?
?B
EC
=%
?A
EC
=
?G
EC
=%
EB
>C
=
EG
>C
=
H?
>C
=
DG
DC
>
@G
@C
=
E>
>C
=%
B=
F@
==
%B
=E
C@
%
RG
T-T
TS
M-1
21
21
2
RG
T-T
TS
M-1
41
41
4
RG
T-T
TS
M-1
61
61
6
Cod
eC
able
(mm
)
Pin
AB
(mm
)(inch
)(m
m)
(mm
)
C
(mm
)
L
(mm
)(k
gf)
(kN
)
MB
SM
BS
RG
T-E
YE
M-0
40
54
20
.01
1.0
7.2
8.5
2,2
00
21
.6
RG
T-E
YE
M-0
50
55
21
.01
1.0
7.2
8.5
3,2
70
32
.1
RG
T-E
YE
M-0
50
65
23
.01
2.0
9.0
9.8
3,2
70
32
.1
RG
T-E
YE
M-0
60
66
25
.01
3.5
9.0
9.8
6,8
00
66
.7
RG
T-E
YE
M-0
60
76
30
.01
8.0
10
.21
1.5
6,8
00
66
.7
RG
T-E
YE
M-0
60
86
30
.01
8.0
12
.01
3.2
6,8
00
66
.7
RG
T-E
YE
M-0
70
87
30
.01
8.0
12
.01
3.2
8,8
00
86
.3
RG
T-E
YE
M-0
80
88
30
.51
5.0
12
.01
3.2
10
,70
01
05
.0
RG
T-E
YE
M-0
81
08
38
.02
2.0
15
.01
6.5
11
,20
01
09
.9
RG
T-E
YE
M-0
91
09
40
.02
1.0
15
.01
6.5
12
,30
01
20
.7
44
.02
6.0
18
.02
0.0
18
,00
01
76
.6
52
.02
7.0
21
.02
3.0
23
,90
02
34
.6
62
.03
4.0
25
.02
6.5
29
,70
02
91
.4
RG
T-E
YE
M-1
01
01
04
0.0
21
.01
5.0
16
.5
88
99
10
7
11
9
13
3
13
3
14
4
15
6
16
6
17
7
23
0
28
5
29
9
18
71
2,3
00
12
0.7
RG
T-E
YE
M-1
21
21
2
RG
T-E
YE
M-1
41
41
4
RG
T-E
YE
M-1
61
61
6
L
D
C A
B
Sw
ag
e E
ye (
Imp
eri
al)
Te
ch
nic
al
Da
ta
Ey
e T
erm
ina
l:
Ba
r A
ISI3
16
– E
N 1
.44
01
N
ote
: L
imit
te
ns
ion
is
ca
lcu
late
d
at
60
% o
f M
BS
RA
E E
ye
Te
rmin
al
Co
de
Cable
(mm
)
Pin
AC
(mm
)(m
m)
(mm
)
L M
in
(mm
)
L M
ax
(mm
)(k
gf)
(kN
)
MB
SM
BS
RG
T-T
TS
M-0
40
54
92
1.5
8.0
AE
DC
=%
AF
A=
=%
AB
CE
%
RG
T-T
TS
M-0
50
55
92
1.5
8.0
AD
?C
=%
AF
>=
=%
AG
C?
%
RG
T-T
TS
M-0
50
65
11
26
.59
.5G
AG
C=
%G
CA
==
%G
BC
>%
RG
T-T
TS
M-0
60
66
11
26
.59
.5G
GG
C=
%G
FE
==
%G
?C
G%
RG
T-T
TS
M-0
60
76
14
29
.51
1.0
GD
>C
?%
?F
==
=%
>@
CB
%
RG
T-T
TS
M-0
60
86
14
29
.51
2.7
G@
EC
=%
EF
D=
=%
EE
CH
%
RG
T-T
TS
M-0
70
87
14
29
.51
2.7
>=
EC
=%
EF
D=
=%
EE
CH
%
RG
T-T
TS
M-0
80
88
14
29
.51
2.7
>B
EC
=%
EF
D=
=%
EE
CH
%
RG
T-T
TS
M-0
81
08
18
37
.01
5.8
>H
>C
=%
B=
F@
==
%B
=E
C@
%
RG
T-T
TS
M-0
91
09
18
37
.01
5.8
>@
>C
=%
B=
F@
==
%B
=E
C@
%
22
42
.01
9.0
?@
>C
=B
?F
@=
=B
?E
C=
25
46
.02
2.2
EE
DC
>A
BF
?=
=A
B=
C@
28
54
.02
5.4
H>
@C
=A
DF
G=
=A
HH
CE
RG
T-T
TS
M-1
01
01
0
G?
DC
=
GH
?C
=%
>A
GC
=%
>G
GC
=%
?=
GC
?
?B
EC
=%
?A
EC
=
?G
EC
=%
EB
>C
=
EG
>C
=
H?
>C
=
DG
DC
>
@G
@C
=
RG
T-T
TS
M-1
21
21
2
RG
T-T
TS
M-1
41
41
41
6
Code
Cable
(inch
)
Pin
AB
(mm
)(inch
)(m
m)
(mm
)C
(mm
)L
(mm
)(k
gf)
(kN
)M
BS
MB
S
RG
T-E
YE
-05
05
5/3
2”
20
.01
1.0
7.2
8.5
2,2
00
21
.6
RG
T-E
YE
-06
05
3/1
6”
21
.01
1.0
7.2
8.5
3,2
00
31
.4
RG
T-E
YE
-06
06
3/1
6”
23
.01
2.0
9.0
9.8
3,2
00
31
.4
RG
T-E
YE
-07
06
7/3
2”
25
.01
3.5
9.0
13
.54
,90
04
8.1
RG
T-E
YE
-08
07
1/4
”3
0.0
18
.01
0.2
11
.56
,60
06
4.7
RG
T-E
YE
-08
08
1/4
”3
0.0
18
.01
2.0
13
.26
,60
06
4.7
RG
T-E
YE
-09
08
9/3
2”
30
.01
8.0
12
.01
3.2
6,8
00
66
.7
RG
T-E
YE
-10
08
5/1
6”
30
.51
5.0
12
.01
3.2
10
,70
01
05
.0
RG
T-E
YE
-10
10
5/1
6”
38
.02
2.0
15
.01
6.5
11
,20
01
09
.9
RG
T-E
YE
-12
10
3/8
”4
0.0
21
.01
5.0
16
.51
3,0
00
12
7.5
44
.02
6.0
18
.02
0.0
14
,80
01
45
.2
52
.02
7.0
21
.02
3.0
16
,60
01
62
.8
62
.03
4.0
24
.02
6.5
30
,10
02
95
.3
RG
T-E
YE
-14
12
7/1
6”
88
99
10
7
11
9
13
3
13
3
14
4
15
6
16
6
18
7
21
6
24
0
29
9
RG
T-E
YE
-16
14
1/2
”
RG
T-E
YE
-18
16
5/8
”
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