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OD
OT
ITB
180
-18
Gro
up 4
Ite
m 3
3 Q
ty. 1
OD
OT
ITB
180
-18
Gro
up 4
Ite
m 3
4 Q
ty. 1
OD
OT
ITB
180
-18
Gro
up 4
Ite
m 3
5Q
ty. 1
OD
OT
ITB
180
-18
Gro
up 4
Ite
m 3
6 Q
ty. 1
STR
UC
TU
RA
L B
OLT
ST
EC
HN
ICA
L D
AT
A S
HE
ET
NU
CO
R F
AST
EN
ER
Nuc
or F
aste
ner
is a
lead
ing
man
ufac
ture
r of
Stru
ctur
al B
olts
in d
iam
eter
s ra
ngin
g fro
m 1
/2”
to 1
-1/4”
and
met
ric e
quiv
alen
ts.W
e us
e on
ly d
omes
tical
ly m
elte
d an
d ro
lled
mat
eria
l and
pro
duce
the
bolts
in S
t. Jo
e, In
dian
a,U.
S.A
. Nuc
or S
truct
ural
Bol
ts ar
efo
rmed
on
prec
ision
hig
h sp
eed
cold
form
ers,
util
izin
g in
-pro
cess
qual
ity s
yste
ms
to e
nsur
e yo
ure
ceiv
e th
e hi
ghes
t qua
lity
stru
ctur
al b
olts
avai
labl
e. C
hem
ical
and
phy
sical
cer
tific
atio
ns a
re p
rovi
ded
with
eve
ry s
hipm
ent.
Nuc
or
Fast
ener
is T
S169
49 a
nd IS
O90
01 R
egis
tere
d. T
estin
g is
per
form
ed in
our
wel
l equ
ippe
d, A
2LA
accr
edite
d la
bora
tory
. Tr
acea
bilit
y is
stri
ctly
enf
orce
d en
ablin
g us
to tr
ack
the
lot n
umbe
r on
the
cont
aine
r th
roug
h pr
oces
sing
and
testi
ng a
ll th
e w
ay b
ack
to th
e or
igin
al h
eat o
f ste
el. N
ucor
Stru
ctur
al
Bolts
con
tain
ove
r 99
% r
ecyc
led
cont
ent,
help
ing
you
qual
ify fo
r “G
reen
Bui
ldin
g” o
r LE
ED® p
rogr
am
proj
ects.
Add
ition
al in
form
atio
n on
Hea
vy H
ex N
uts,
Hot
Dip
Gal
vani
zing
, Mec
hani
cal G
alva
nizi
ng,
and
our
Tru-
Tens
ion®
pro
duct
s ca
n be
foun
d in
sep
arat
e Te
chni
cal D
ata
Shee
ts.
The
follo
win
g is
asu
mm
ary
of th
e St
ruct
ural
Bol
ts th
at w
e of
fer:
A3
25
Str
uct
ura
l B
olt
s
TDS-
010A
12-
04-0
8
A325
A325
-3A
49
0A
49
0-3
A325M
A325T
STRU
CTU
RAL
BOLT
S
OD
OT
ITB
180
-18
Gro
up 4
Ite
m 3
7Q
ty. 1
AST
M A
325
Bolts
are
typi
cally
sup
plie
d as
pla
in o
r ga
lvan
ized
(Mec
hani
cal o
r H
ot D
ippe
d). W
e of
fer
A32
5 Bo
lts in
Typ
e I a
nd T
ype
III (w
eath
erin
g ste
el) m
ater
ials
and
also
in th
e A
325T
(thr
ead-
to-h
ead)
co
nfig
urat
ion
for
leng
ths
up to
four
tim
es th
e di
amet
er. A
ll N
ucor
Fas
tene
r A
325
bolts
are
que
nch
&
tem
per
heat
-trea
ted
to e
xcee
d th
e m
inim
um te
nsile
stre
ngth
req
uire
d. T
ype
III B
olts
are
mad
e fro
m m
ediu
m
carb
on a
lloy
steel
with
cop
per,
nick
el, a
nd c
hrom
ium
add
ition
s fo
r w
eath
erin
g pu
rpos
es. P
leas
e se
e ou
r Te
chni
cal D
ata
Shee
t on
Type
III S
truct
ural
Fas
tene
rs if
you
wou
ld li
ke fu
rther
info
rmat
ion.
Dim
ensio
ns
are
as s
peci
fied
for
Hea
vy H
ex S
truct
ural
Bol
ts in
ASM
E(A
NSI
) B18
.2.6
and
thre
ads
are
UN
C (U
nifie
d C
oars
e) p
er A
SME(
AN
SI) B
1.1.
A4
90
Str
uct
ura
l B
olt
sA
STM
A49
0 Bo
lts a
re s
uppl
ied
in a
pla
in (b
lack
) fin
ish fo
r Ty
pe I
or T
ype
III (w
eath
erin
g ste
el) m
ater
ials
and
are
also
now
per
mitt
ed to
be
supp
lied
for
Type
I w
ith a
Pro
tect
ive
Coa
ting
per
AST
M F
1136
, Gra
de 3
. Th
ese
bolts
are
hea
t-tre
ated
to a
tens
ile s
treng
th b
etw
een
150
and
173
ksi.
Med
ium
car
bon
allo
y ste
el is
us
ed to
man
ufac
ture
thes
e bo
lts. D
imen
sions
are
as
spec
ified
for
Hea
vy H
ex S
truct
ural
Bol
ts pe
r A
SME
(AN
SI) B
18.2
.6 a
nd th
read
s ar
e U
NC
(Uni
fied
Coa
rse)
per
ASM
E (A
NSI
) B1.
1.
A3
25
M &
A4
90
M M
etri
c St
ruct
ura
l B
olt
sA
STM
A32
5M B
olts
can
be o
rder
ed in
a p
lain
or
galv
aniz
ed (M
echa
nica
l or
Hot
Dip
) fin
ish. A
STM
A
490M
Bol
ts ca
n be
ord
ered
in a
pla
in fi
nish
. The
AST
M A
325M
Bol
t has
equ
ival
ent p
rope
rties
to a
n A
STM
F56
8 Pr
oper
ty C
lass
8.8
Bol
t and
the
AST
M A
490M
Bol
t has
equ
ival
ent p
rope
rties
to a
n A
STM
F5
68 P
rope
rty C
lass
10.
9 Bo
lt. T
hese
pro
perti
es a
re a
lso e
ssen
tially
iden
tical
to P
rope
rty C
lass
es 8
.8 o
r 10
.9 in
ISO
898
/1. S
urfa
ce d
iscon
tinui
ty li
mits
are
spe
cifie
d in
AST
M F
788/
F788
M. T
he A
STM
A32
5M
and
A49
0M B
olts
are
prod
uced
to th
e di
men
sions
for
Hea
vy H
ex S
truct
ural
Bol
ts as
spe
cifie
d in
AN
SI
B18.
2.3.
7M. T
he th
read
s ar
e ro
lled,
as
spec
ified
in A
NSI
B1.
13M
, to
a m
etric
coa
rse
thre
ad.
Ap
plica
tio
ns
Stru
ctur
al B
olts
are
des
igne
d to
be
used
with
nut
s fo
r th
e co
nnec
tion
of s
truct
ural
mem
bers
. Th
e he
ad o
f a
Hea
vy H
ex S
truct
ural
Bol
t is
spec
ified
to b
e th
e sa
me
size
as
a H
eavy
Hex
Nut
of t
he s
ame
nom
inal
di
amet
er, a
llow
ing
a sin
gle
size
wre
nch
or s
ocke
t to
be u
sed
on e
ither
the
bolt
head
or
nut.
Stru
ctur
al B
olts
have
a s
horte
r th
read
leng
th a
ccor
ding
to th
e sta
ndar
d, s
o th
e th
read
s ca
n be
elim
inat
ed fr
om th
e sh
ear
plan
es o
f the
con
nect
ion.
The
re a
re th
ree
prim
ary
join
t typ
es in
use
toda
y fo
r St
ruct
ural
Bol
ts; S
lip C
ritic
al
Join
ts; P
re-Te
nsio
ned
Join
ts; a
nd S
nug
Tigh
tene
d Jo
ints.
The
AIS
C (A
mer
ican
Insti
tute
of S
teel
Con
struc
tion)
re
fere
nces
the
RCSC
(Res
earc
h C
ounc
il on
Stru
ctur
al C
onne
ctio
ns) “
Spec
ifica
tion
of S
truct
ural
Joi
nts
Usin
g A
STM
A32
5 or
A49
0 Bo
lts”,
to d
escr
ibe
corr
ect i
nsta
llatio
n an
d tig
hten
ing
met
hods
for
join
ts us
ing
Stru
ctur
al B
olts.
In m
any
case
s (e
.g.,
bear
ing
conn
ectio
ns, a
nd b
olts
not i
n sli
p cr
itica
l con
nect
ions
or
subj
ect
to te
nsio
n lo
ads),
bol
ts c
an b
e us
ed in
the
snug
tigh
t con
ditio
n. “
Snug
tigh
t” is
def
ined
as
the
tight
ness
th
at e
xist
s w
hen
all p
lies
of a
join
t are
in fi
rm c
onta
ct.
“Snu
g tig
ht”
can
norm
ally
be
atta
ined
with
a fe
w
impa
cts
of a
n im
pact
wre
nch
or th
e fu
ll ef
fort
of a
man
usin
g an
ord
inar
y sp
ud w
renc
h. If
full
pret
ensio
ning
is
req
uire
d, s
uch
as in
slip
crit
ical
con
nect
ions
, th
en a
cla
mp
load
equ
al to
70%
of t
he m
inim
um te
nsile
str
engt
h is
requ
ired.
Slip
crit
ical
con
nect
ions
, for
mer
ly k
now
n as
fric
tion
type
con
nect
ions
, rel
y on
the
frict
ion
betw
een
the
stee
l plie
s be
ing
clam
ped
toge
ther
and
the
high
cla
mp
load
of t
he S
truct
ural
Bol
t/N
ut to
pr
even
t any
mov
emen
t (or
slip
) of t
he jo
int.
To a
ccom
plish
this
high
leve
l of f
rictio
n, th
e St
ruct
ural
Bol
ts m
ust
be fu
lly te
nsio
ned
to th
e fo
llow
ing
min
imum
cla
mp
load
s:
The
RCSC
and
AIS
C a
llow
four
met
hods
to fu
lly te
nsio
n bo
lts fo
r Sl
ip C
ritic
al c
onne
ctio
ns w
ithou
t fur
ther
ap
prov
al b
y th
e En
gine
er o
f Rec
ord.
The
y in
clud
e; “
Turn
-of-N
ut”
Pret
ensio
ning
(whe
re a
fter
snug
tigh
t, th
e nu
t is
turn
ed th
roug
h a
certa
in n
umbe
r of
deg
rees
to e
long
ate
the
bolt)
; “Tw
ist-O
ff”
Type
Ten
sion-
Con
trol
Bolt
Pret
ensi
onin
g (s
uch
as o
ur T
ru-Te
nsio
n® li
ne o
f pro
duct
s); D
irect
-Tens
ion–
Indi
cato
r Pr
eten
sion
ing
(DTI
W
ashe
rs);
and
Cal
ibra
ted
Wre
nch
Pret
ensio
ning
(Tor
que
Wre
nch)
. Nuc
or F
aste
ner
reco
mm
ends
the
“Tur
n-of
-Nut
”, “
Twist
-Off
” Ty
pe a
nd “
DTI W
ashe
r” m
etho
ds w
ith th
e “C
alib
rate
d To
rque
Wre
nch”
met
hod
to
be c
onsid
ered
as
the
leas
t fav
orab
le o
f the
four
tigh
teni
ng o
ptio
ns a
llow
ed. T
he c
alib
rate
d to
rque
wre
nch
met
hod
has
been
rec
ogni
zed
(sin
ce 1
954)
to h
ave
the
pote
ntia
l for
trem
endo
us v
aria
tion
(+/-
40%
), w
hen
usin
g To
rque
as
the
insta
llatio
n m
etho
d. “
Stan
dard
” to
rque
/ten
sion
rela
tions
hips
from
tabl
es o
r fo
rmul
as
are
no lo
nger
rec
ogni
zed
as a
n ap
prop
riate
mea
ns to
con
trol p
rete
nsio
n. C
alib
rate
d w
renc
h tig
hten
ing
may
be
used
pro
vide
d th
at th
e in
stal
latio
n pr
oced
ures
follo
w R
CSC
gui
delin
es fo
r da
ily c
alib
ratio
ns
of e
ach
bolt
diam
eter
, le
ngth
, gr
ade,
sur
face
con
ditio
n, n
ut, w
ashe
r an
d lo
t com
bina
tion
used
in a
load
in
dica
ting
tens
ion
calib
ratio
n de
vice
, suc
h as
a S
kidm
ore-
Wilh
elm
, prio
r to
insta
llatio
n in
the
join
t.
Nuc
or B
lack
Keg
s ar
e re
ally
“G
reen
”! W
ith a
n A
vera
ge R
ecyc
led
Con
tent
of 9
9%, N
ucor
Fas
tene
r pr
oduc
ts qu
alify
for
“Gre
en B
uild
ing”
app
licat
ions
or
LEED
® r
ated
pro
ject
s. J
ust a
s yo
u w
ould
exp
ect f
rom
Nuc
or,
the
larg
est r
ecyc
ler
in N
orth
Am
eric
a. It
’s ou
r N
atur
e! N
ucor
Fas
tene
r ha
s th
e eq
uipm
ent,
qual
ity, s
yste
ms,
ex
perti
se, s
ourc
es, p
eopl
e &
dist
ribut
or n
etw
ork
to m
eet y
our
Stru
ctur
al F
aste
ner
need
s!
TOD
AY,
TH
AT
LITT
LE “
n”
MEA
NS
BIG
TH
ING
S!
NO
MIN
AL
BO
LT S
IZE
(IN
CH
ES)
MIN
IMU
M T
ENSI
ON
IN
KIP
S
1 K
IP =
1,0
00
PO
UN
DS
A3
25
BO
LTS
A4
90
BO
LTS
1/2
1215
5/8
1924
3/4
2835
7/8
3949
151
64
1-1/
856
80
1-1/
471
102
This
Tec
hnic
al D
ata
Shee
t is
subj
ect t
o ch
ange
with
out p
rior
notif
icat
ion.
PO
Box
610
0 |
St. Jo
e, I
ndia
na 4
6785
| p
h: 2
06 3
37 1
600
or 8
00 9
55 6
826
| fa
x: 2
60 3
37 1
726
| w
ww.n
ucor
-fas
tene
r.co
m
HE
AV
Y H
EX
NU
TS
TE
CH
NIC
AL
DA
TA
SH
EE
T
NU
CO
R F
AST
EN
ER
Hea
vy H
ex S
truct
ura
l N
uts
are
man
ufac
ture
d to
AST
M A
563,
A
STM
A56
3M a
nd A
STM
A19
4 sp
ecifi
catio
ns a
nd a
re d
esig
ned
to b
e str
onge
r th
an th
e bo
lts w
ith w
hich
they
are
ass
embl
ed.
Ther
efor
e, a
hig
her
stren
gth
nut t
ypic
ally
may
be
subs
titut
ed in
the
appl
icat
ion
and
shou
ld a
lway
s po
sses
s th
e sa
me
finish
as
the
bolt.
N
ever
com
prom
ise
your
ass
embl
y w
ith a
n in
ferio
r nu
t.
Buy w
ith C
onfi
den
ce …
Sp
ecif
y N
uco
r!
The
follo
win
g ta
ble
show
s th
e m
echa
nica
l pro
perti
es fo
r ea
ch o
f th
ese
prod
ucts:
Gra
de
C a
nd C
3 N
uts
The
Gra
de C
Hea
vy H
ex S
truct
ural
Nut
is r
ecom
men
ded
for
plai
n (n
on-g
alva
nize
d) A
STM
A32
5 H
igh
Stre
ngth
Stru
ctur
al B
olts.
A G
rade
C N
ut is
not
suf
ficie
nt fo
r ga
lvan
ized
A32
5 Bo
lts s
ince
the
over
tapp
ing
of th
e nu
t thr
eads
req
uire
d to
acc
omm
odat
e th
e th
ickn
ess
of th
e zi
nc c
oatin
g al
so r
educ
es th
e str
engt
h of
th
e nu
t. G
rade
C N
uts
are
mad
e ou
t of c
arbo
n ste
el a
nd g
ener
ally
ach
ieve
thei
r m
echa
nica
l pro
perti
es
with
out h
eat t
reat
men
t. Th
e G
rade
C3
Nut
s ar
e m
ade
with
wea
ther
ing
steel
(allo
y ste
el w
ith a
dditi
ons
of
copp
er, n
icke
l and
chr
omiu
m) t
o m
atch
up
with
AST
M A
325
Type
3 B
olts.
Gra
de
DH
and D
H3
Nuts
The
Gra
de D
H H
eavy
Hex
Stru
ctur
al N
ut is
rec
omm
ende
d fo
r A
STM
A49
0 St
ruct
ural
Bol
ts (1
50,0
00
psi m
inim
um te
nsile
stre
ngth
stru
ctur
al b
olts
and
for
galv
aniz
ed A
STM
A32
5 Bo
lts).
Gal
vani
zed
DH
Nut
s ar
e lu
bric
ated
to m
inim
ize
galli
ng a
s a
requ
irem
ent o
f AST
M/A
ASH
TO s
peci
ficat
ions
. A c
olor
ed d
ye is
in
clud
ed in
the
lubr
ican
t as
a re
quire
men
t to
enab
le v
isua
l con
firm
atio
n of
the
pres
ence
of a
lubr
ican
t.
The
gree
n co
lor
of N
ucor
Fas
tene
r’s H
ot D
ip G
alva
nize
d nu
ts di
sting
uish
es th
em fr
om o
ur b
lue
colo
red
Mec
hani
cal G
alva
nize
d nu
ts to
hel
p pr
even
t mix
ing.
The
re s
hall
be n
o m
ixed
coa
ting
type
s on
stru
ctur
al
bolt/
nut c
ombi
natio
ns p
er th
e sp
ecifi
catio
ns. G
rade
DH
Nut
s ar
e m
ade
from
med
ium
car
bon
steel
and
m
ust b
e qu
ench
ed a
nd te
mpe
r he
at tr
eate
d. G
rade
DH
3 N
uts
are
mad
e fro
m w
eath
erin
g ste
el (a
lloy
steel
w
ith a
dditi
ons
of c
oppe
r, ni
ckel
and
chr
omiu
m),
are
also
hea
t tre
ated
and
are
des
igne
d fo
r us
e w
ith A
STM
A
325
Type
3, F
1852
Typ
e 3,
A49
0 Ty
pe 3
and
F22
80 T
ype
3 pr
oduc
ts.
TDS-
001A
2-1
5-0
8
HEA
VY
HEX
NU
T TY
PE
RO
CK
WEL
L H
AR
DN
ESS
PR
OO
F LO
AD
STR
ESS
NO
N-G
ALV
AN
IZED
GA
LVA
NIZ
ED
C a
nd C
3B7
8 –
C38
144,
000
psi
Not
Offe
red
DH
and
DH
3C
24 –
C38
175,
000
psi
150,
000
psi
2HC
24 –
C35
150,
000
psi
Not
Offe
red
Met
ric C
lass
10S
C26
– C
381,
245
MPa
1,24
5 M
Pa
OD
OT
ITB
180
-18
Gro
up 4
Ite
m 3
8 Q
ty. 1
PO B
ox 6
100
| St
. Jo
e, In
dian
a 46
785
| ph
: (8
00)
955-
6826
or
(260
) 33
7-17
26 |
fax
: (2
60) 3
37-1
726
| w
ww
.nuc
or-fa
sten
er.c
om
2H
Nuts
The
AST
M A
194
Gra
de 2
H H
eavy
Hex
Nut
is d
esig
ned
to b
e us
ed w
ith b
olts
in h
igh-
pres
sure
and
hi
gh-te
mpe
ratu
re s
ervi
ce in
a p
lain
fini
sh. T
he A
STM
A19
4 sp
ecifi
catio
n is
unde
r th
e ju
risdi
ctio
n of
AST
M
Com
mitt
ee A
-1 (S
ubco
mm
ittee
on
Valv
es, F
ittin
gs, B
oltin
g, a
nd F
lang
es fo
r H
igh
and
Sub-
atm
osph
eric
Te
mpe
ratu
res),
as
oppo
sed
to A
STM
A56
3, w
hich
is u
nder
the
juris
dict
ion
of th
e A
STM
Com
mitt
ee F
-16
(Fas
tene
rs).
The
AST
M A
194
spec
ifica
tion
was
not
mea
nt fo
r no
rmal
stru
ctur
al b
oltin
g; h
owev
er, t
he 2
H
Nut
Hea
vy H
ex N
ut is
con
sider
ed a
sui
tabl
e su
bstit
ute
for
a G
rade
DH
Nut
. If g
alva
nize
d, a
n as
teris
k is
requ
ired
to b
e pr
esen
t afte
r th
e gr
ade
sym
bol t
o sig
nify
that
the
nut h
as b
een
tapp
ed o
vers
ize,
so
the
nut
will
not
be
mist
aken
ly p
lace
d in
a h
igh-
pres
sure
, hig
h-te
mpe
ratu
re a
pplic
atio
n. N
ucor
rec
omm
ends
the
us
e of
Gra
de D
H N
uts
any
time
a ga
lvan
ized
fini
sh is
spe
cifie
d.
Met
ric
Cla
ss 1
0S
Nuts
The
AST
M A
563M
Cla
ss 1
0S H
eavy
Hex
Nut
is r
ecom
men
ded
for
zinc
-coa
ted
AST
M A
325M
hig
h st
reng
th s
truct
ural
bol
ts a
nd A
STM
A49
0M b
olts
. W
hile
the
Cla
ss 8
S N
ut is
rec
omm
ende
d fo
r pl
ain
A32
5M B
olts,
the
Cla
ss 1
0S N
ut c
an b
e su
bstit
uted
with
the
appr
oval
of t
he c
usto
mer
and
can
also
be
use
d w
ith A
490M
bol
ts. C
lass
10S
Nut
mec
hani
cal p
rope
rties
are
sim
ilar
to a
n A
STM
A56
3 G
rade
D
H N
ut,
are
mad
e fro
m m
ediu
m c
arbo
n st
eel a
nd a
re q
uenc
hed
and
tem
per
heat
trea
ted.
Qualit
yN
ucor
Hea
vy H
ex N
uts
are
100%
Mad
e in
the
U.S
.A fr
om s
teel
mel
ted
and
rolle
d in
the
U.S
.A.
N
ucor
Nut
s ar
e fo
rmed
on
prec
ision
hig
h sp
eed
nutfo
rmer
s, u
tiliz
ing
in-p
roce
ss q
ualit
y sy
stem
s an
d ha
ve
full
trace
abili
ty fr
om r
aw m
ater
ial t
o ea
ch c
onta
iner
we
ship
. Che
mic
al a
nd p
hysic
al c
ertif
icat
ions
are
pr
ovid
ed w
ith e
very
shi
pmen
t. N
ucor
Fas
tene
r is
TS16
949
& IS
O90
01 R
egist
ered
and
our
labo
rato
ry is
A
2LA
Acc
redi
ted.
Nuc
or B
lack
Keg
s ar
e re
ally
“G
reen
”! W
ith a
n A
vera
ge R
ecyc
led
Con
tent
of 9
9%,
Nuc
or F
aste
ner
prod
ucts
qual
ify fo
r “G
reen
Bui
ldin
g” a
pplic
atio
ns o
r LE
ED® r
ated
pro
ject
s. J
ust a
s yo
u w
ould
exp
ect f
rom
Nuc
or, t
he la
rges
t rec
ycle
r in
Nor
th A
mer
ica.
It’s
our
Nat
ure!
Nuc
or F
aste
ner
has
the
equi
pmen
t, qu
ality
, sys
tem
s, e
xper
tise,
sou
rces
& p
eopl
e to
mee
t you
r H
eavy
Hex
St
ruct
ural
Nut
nee
ds in
siz
es r
angi
ng fr
om 1
/2”
to 1
1/4
”and
from
M16
to M
24.
This
Tec
hnic
al D
ata
Shee
t is
subj
ect t
o ch
ange
with
out p
rior
notif
icat
ion.
NU
T ID
ENTI
FIC
ATI
ON
AN
D G
RAD
E M
ARK
ING
S
AST
M A
56
3
Gra
de
C
AST
M A
56
3G
rad
e D
H
AST
M A
194
Gra
de
2H
AST
M A
56
3G
rad
e C3
AST
M A
56
3G
rad
e D
H3
TOD
AY,
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OD
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ITB
180
-18
Gro
up 4
Item
39
Qty
. 1