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,

TH

AT

LITT

LE “

n”

MEA

NS

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Add

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ITB

180

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