~mt;
A ME ME RI RI CA CA N
S O I ET ET Y
S ta ta nd nd a
S pe pe c c a o n
T h s ta ta nd nd a h a b ee ee n a pp pp ro ro v o r u s by a g en en ci ci e o f t h Depanmen; o f D e e ns ns e C on on su su l pe ci ci fifi c y eu eu r o f s su su e w hi h i c h a b ee ee n a do do pt pt e by lh D e pa pa n m en en : o f D e fe fe ns ns e Sumdards f o t h s pe
esgn on he ye
he Da
1. Scope
bolt bolt
is an
E ST ST IN IN G
ND
A T R IA IA L
or
T ~ i ~ s ta ta n d ar ar d . is i S$ S$ ut ut ; u nd nd e t h fl:te? d C g n o n 9 4 h e n um um b mm di fo ow ng he last revision. o nj nj l n a ~ do do pu pu ? c a o f re~l~n, the year u mb mb e pa nd Of, I~ superscript epsi ha ns ns e S In In c the l a s r e vl vl s io io n Of reapproval. epsilo lo (. mdlcates an e d o r a ! c ha
,1
OR
1918 1918 Race Race St PhIla PhIlade delp lphi hia, a, Pa 1910 1910 Repfin Repfinled led I.o !he ArlnuaIBook of ASnA ASnA Slan Slandl dllt lt s, Copy Copyt9 t9ht ht ASnA ASnA If I'IO! 1.1e 1.1e in !he CUlfent comHned !ndeX, will appear in the nBld edItiOn
ecif ecif ca io
atmo atmosp sphe heri ri
ov
th
corr corros osio ionn-re resi sist stan an " " 7 / and ower ower
1 12 1 2 , S /8 /8 ,
tr ti
an
emic emical al
ch ical ical steel bolts, in nominal
zinc-coated
atio atio
ar ti
ed ee
er
ha
nd of
he ye pp ov
of
n de de x o f S p c f c au au on on s a n
436.
with
acco acco an
it
.5
imil imilar ar in this
peci pecifi fica cati tion on are: are: 1.1, 1.1, Type Type carb carbon on stee steel. l. 1.1.2 Type teel teel en ed nd te ed 1.1. 1.1. Type Type ne al cr ed as ca on te it teel teel ue ch an temp temper ered ed 1.1.4 Type having ng atmo atmosp sphe heri ri corr corros osio ionn-re resi sist stan ance ce bolts steel havi
ar or atio atio
2. Refe Refere renc nced ed Docu Docume ment nt
.1 ASTM ASTM Stan Standa dard rds: s: lv ni ed
ro
ee
an Stee Stee Hard Hardwa ware re 2 42 42 / A242 A242 Spec Specif ific icat atio io Stru Struct ctur ural al Stee Steel" l"
ee
icle icle
fo High High-S -Str tren engt gt
ci icat icat on th ks
34
gh
LOW-Alloy
en
Bridges"
(unc (uncoa oate ted) d) fo many many appl applic icat atio ions ns 1.1.5 recommended.
1. Unle Unless ss othe otherw rwis is shall be ecif ecif atio atio 63 B o l T yp yp e
Curr Curren en
Inst Instru rume ment nt
on
etic etic
spec specif ifie ied, d, ll
is
tals tals
t G
Zinc-coated
washers' te er
er
an
iv ts
hardened-steel
16 Bo
F16<02 o n S t F a e ne ne r a n h e d irir ec ec t r es es po po n i b l i o f S ub ub co co mm mm itit te te e N u s . R iv iv e a n W as a s hc hc : S . April 1993. Originally C ur ur re re n e d t io io n approved 15 19 92a. Last previous
to
nl
58 tr tu al
and
peci peci ic
A nn nn ua ua l A nn nn ua ua l A nn nn ua ua l A nn nn ua ua l A nn nn ua ua l A nn nn ua ua l A nn nn ua ua l
B oo oo k B oo oo k B oo oo k B oo oo k B oo oo k B oo oo k B oo oo k
o f A ST ST M ofAST o f A ST ST M a f A ST ST M o f A ST ST M o f A ST ST M o f A ST ST M
S ta ta nd nd a d s S um um da d a rd rd s S ta ta nd nd a d s S ta ta nd nd a d s S ta ta nd nd a d s S ta ta nd nd a d s S ta ta nd nd a d s
06 . ol 0 1 . 06 Vols 01.06 an .04. ol 15.0S. V o 0 2 .0 .0 4 VoI02,05. V o l J :;:; ,0 ,0 9 .
5,08.
lo
4~ of B o ltlt s S cr cr ew ew s ,
Series'
4.2 Types
Steels? 2. ANSI ANSIIA IASM SM Sian Sianda dard rdst st'" '" 1 . Unif Unifie ie Scre Scre Thre Thread ad BI8.2.1 2. Mili Milita tary ry Stan Standa dard rd Resi Resist stan ance ce of LowLow-Al Allo lo
3.
incl includ ud
3.1.1 3.1.2
th
and
austenitizing
to
quir quired ed fini finish shed ed hard hardne ness ss
Inspec-
tion!' Orde Orderin rin
1,
Info Inform rmati ation on
zin
4.
be
6.
confo conform rming ing to Specification
Zinc Zinc Coat Coatin ings gs HOI Di an Mech Mechan anic ical ally ly Depo Deposi site ted. d.
"mec "mecha hani nica call ll depo deposi site ted, d, or uno prefe preferen rence, ce, bolt shal shal zi co te th 4.4.2 Type bolt depo deposi siti tion on proc proces ess. s.
dip, dip,
foll follow owin ing: g:
as wash washer er
in 4.4. 4.4.6. 6.
I). en
zi c- ated ated
er
by th
2.
co
be pe if ed
purchaser.
mech mechan anic ical ally ly-d -dep epos osit ited ed
be zinc
when when desi desire red. d. spec specif ifie ie
3.1.4.1
ha ical ical
n-
th
Specification
mecha mechani nical cal-de -depo posit sition ion
is pe if ed
he
pl er
with
zinc zinc coat coatin ings gs
the latest issue.
Additio tional nal requir requirem ement ents, s, 3 . 1 . 7 Addi
if
3 .1 .1 . 7 . 1
specified
6.2.1
and 6.2.2).
tapp tapped ed afte afte galv galvan aniz izin ing. g.
NOTE NOTE-E -Exa xamp mple le of orde orderi ring ng desc descri ript ptio ion: n: (1 1000 1000 squa square re-h -hea ea tran transm smis issi sion on-t -tow ower er bolt bolts, s, III by
testing
'(1) 1 0 0 0 tran transm smis issi sion on towe towe bolt bolts, s, I/ by
,A
5. Chem Chemic ical al Comp Compos osit itio io
in Type Type 0, mech mechan anic ical ally ly
Type
5.
Type
5.
Type
bolts shall
composicomposi-
in Type Type 3, Supp Supple leme ment ntar ar
4. Mate Materi rial al an Manu Manufa fact ctur ur proc proces es es
5. with
F4 6-
an of th foll follow owin in or basic-o basic-oxyge xygen. n.
ll
fini finish shed ed afte afte galv galvan aniz izin ing. g.
(see (see 14.1 14.1). ). (see 14.2).
(2 1000 1000 tran transm smis issi sion on towe towe bolt bolts, s, /2 by zinc coated.
coat coat ng
1.50 OZ/ft2.
In-
Additi tion onal al test test (see lO.2). 3.1.7.2 Addi Cert Certif ific icat atio io Test repo report rt 3 .1 .1 . 7 . s Test
zi
be
chem chemic ical al open open-h -hea eart rth, h,
bolts shall
comp compos osit itio io
or
shall
at the for
elec electr tric ic-f -fur urna nace ce ow
lo
te ls
be identified. .0 2 . A nn n n u a B IJ IJ lJ lJ k ()f A S T S ta ta n da da rd rd s V o l 0 3 .0 '" Avai Availa labl bl from from Amer Americ ican an Nati Nation onal al Stan Standa dard rd Inst Instit itut ute, e, II Wesl Wesl42 42nd nd Stre Street et r. [0 Avai Availa labl bl from from Stan Standa dard rdiz izat atio io Docu Docume ment nt Orde Orde Desk Desk Bldg Bldg Sect Sectio io D, 70 Robb Robbin in Ave. Ave. Phil Philad adel elph phia ia PA 1911 191111-50 5094 94 Attn Attn NPOD NPODS. S.
6. Mech Mechan anic ical al 6.
Tens Tensio io
Prop Proper erti ties es Test Test-T -Typ ypes es
wedge
zi c- ated ated
11.1 shall be ee th
reasons
foll follow owin in
al be
lt
duration,
hard hardne ness ss requ requir irem emen ents ts in 1 1 1 .
6. Shea Shea Stre Streng nglh lh 6.2.1 bolts. except as
to th
al
test test desc descri ribe be
configuracontin-
the 6 .2 .2 .2 . 2 . s ha ha l ,2 and shall
4.
Bolt with with unth unthre read aded ed body lengt lengths hs shor shorter ter than two 6.2.2 Bolt
ar
ar
indi indivi vidu dual al ship shipme ment nt
10.2
order,
no ordi ordina nari rily ly cont contem empl plat ated ed
ar
streng ngth th valu values es shear stre 7. Dimensions
7.1 Bolt ea coarse cut.
an th
er es nd Class
M E B 1 .1 .1 .
Bolt shal shal be .2 Bolt
late late en
issu issu of ANSI ANSI ASME ASME 1 8 .2 .2 . 1 iste iste ab shall be
ce
ha
unif unifie ie
be
lled lled
he
n-
leng length th
10.3
number er 9, th numb
10.4 If
is acceptable.
11. 563. In case of
es Meth Method od
1J.I
the
be
11
1.
acce accept ptab abil ilit it
spec specif ifie ie
Shea Shea Test Test lt
al be
specified in
in Tabl Tabl 6.
shall be be chamfered
8. Work Workma mans nshi hi 788fF 788M.
tigh tighte tene ne
1/32
fing finger er tigh tight. t.
tensile-testing
9. Sa plin plin
9. tests
Paragraphs er
9.
and 9. th fa en
es
5.5.
14.2 can
than '/ 11.2.3
furnished. am le ts al be
tests described way ar
in 6.1.
9.2.1 Lot Size-A 9.2. h a b e
specim imen en cointo th spec failur ure, e, shal shal be to bolt fail to
estr estr tion tion
fail failur ure, e, th mini mini um shear 11.3 Weig Weight ht an Thic Thickn knes es cf Coat Coatin ing: g:
4.
11.3.1
10.3 and
shall be
/: in.zmln.
be co ti ed case
same time. be
ma-
be ut ne uc io uf ct er en if cati cati
be
9.
1/16
11.3.2
probolt be
can be read readil il
1 3 . R e je je rt rt io io D and Rehearing lt th il to 13.1 ec icat icatio io ay be rejected
calc calcul ulat ated ed shal shal be
acid-antimony 11.3.3
chloride
be determined
the
case
gage. Several thickn knes es commercially types of thic ge
electromagnetic avai availa labl bl an ar calibrated just prior to inspection and 49 24 O.OO258 O.OO258in.c in.coati oating ng thicknes thicknes .5 O Z / f t 2 . threads.
for
14. Certification
14.1
shall be co
er
to
bolt
the bolts
equivshall
se
the inspection be
order. 12.2
fa tu ed
es ib
ed
es d, an
in
cted cted
requirements. 14.2
12. Inspection
12.1
claim
rehearing.
bolt
ship ent. ent. size in th ship
Responsibility 15.J The party
12.2
the
certifies
all
meets al of it requ requir irem emen ents ts Produc uc Mark Markin in 16. Prod
type
be purc purcha hase ser' r'
repr repres esen enta tati tive ve
shal shal be
an
TABL TABL Hea
Ch mi al
equi equi emen ements ts nd
ad
dd ti al di in ishi ishi
ea Mark Markin ing. g. E l e me me n t : .
Bolt Type
Marll: Marll:ing ing
frac fracti tion ons. s. 6. an ac ur
PhosphOrus
Sulphur
0.048 max
0.058 max
in
0,048 max
0.058
ax
in
0.048 max
0.058
ax
Manganese
Carbon
0,55 max
0.74
0.15/0.25
BorOl1
0.0005
in
ab l See T ab
Ty
Element Product
Bo
Composltlon.:.A
Analysi$
carbon Manganese Phosphorus
Sulfur SJicon Copper Nickel
Chromium
0.31-0.42 0.86-1.24 0.045 max 0.055 max 0.13-0.32 0.22-0.48 0.22-0.48 0.42-0.68
Molybdenum
0.07
Titanium
.A
and
0.36-0.50 0.67-().93 0.06-0.125 0.055 max 0.25-<1.55 0.17-0.43 0.47-0.83 0.47-0.83
classes of m a
0.14-0.26 0.76-1.39 0.040 max 0.045 max 0.13-0.32 O.17-{).53 0.22-0.53 0.27-0.53 0.010 min
0.14-0.26 0.36-1.24 0,045 max 0.055 max 0.20-0.55 0.27-0.53 0.47-0.83 0.45-1.05 0.11
bolts. S e le le ct ct io n o f
0.18-0.27 0.56-1.04 0.045 ax 0.045 ax 0.13-0.32 0.21-0.63 0.27-0.63 0.55-0.95
ax
cIa$$ shaD be at the optloo of the bolt manu1l1Cturer.
0.19-0.26 0.86-1.24 0.045 max 0.045 max 0.13-0.32 0.17-0.43 0.17-().43 0.42-0.68
~Ilt re
TA LE
an
T yp yp e 0 ,
in.
Tensile
Tensile t r n gt gt h f b
10500 16700
17050 27100 40100
Strength. fbf·
24700
34200 44850 s t re re o g. g. t b a s e A.
Nominal Size. In.
72700
0.7854 [0
on 55200 psi unit psi u n r! Based on 74 400 psi u n i 74 40 psi unit B aass e
.. Base Base
Based
the area at root
threads. na l a re re a . the n o m i na he ar o o of threads. h e n om om i na na l a re re a
h re re ad ad s o r n.
o p of h e e xt xt ru ru s io io n a nngg l
for bolts
11 Vlt.
,~ "I
and longer in 'I.-in. inere inereme ments nts
Samp Sample le Size Size an Acce Accept ptan ance ce Numb Number er fo In'pectlon of ZInc ZInc-C -Coa oate te Thre Thread ad Rejection
Number
13 20 32 50 80 12 200 315
10 14 21
11 15
n u m b e r a r e x trtr ac ac te te d from 'Single Sampli ng T a b l I IA IA , M I L -5 -5 f O .1 .1 0 5 . iz e pl e s iz iz e less than the s a m pl OIt9 in the lot If the lot s iz and 8CC8ptanC8
fa Normallnspectlon:
head manufacturer.
16.4 16.4 Type Type
tor' tor' identi identifi ficat catio io pa te an in t, two identifications shall preferably if nt oc ti separated by at least two spaces.
17 Pack Packag agin in an Pack Packag ag Mark Markin in 17. Packaging: .1.
:v..
Ja
'12
minU$l~
ot Size
1/,.
I •
2'1»
1:V.
Inspect
44750
s trtr en en g t a cr cr os os s s t e ng ng t a c o s rO S strength c rO s t re re n g t across
'/2
1'12
me
s h ea ea r s he he a s h ea ea r shea
h re re a the head to the first s c a t bolts with machine-cut through 0/. in., inClusive, and :1:'/1. in fo s i z e 'I in and
¥u
Samp Sample le
14600
Bolt Diameter. In
'14
Plan
9350
ts
'k in.
Bolt, L, in
3201 to 10000 10001 and o v e r
Through Body, lbfD
27600 36 050
23150 30 400
(0.9143/N}f
N O T E - F u l body 1$ th dietaoce from th undefSide with rolled threads With tolerance of :1:'4:1 n . f o s iz iz e
151 to 280 281 to 500 50 12
Th rough Threads, Ib
Body, JbfB
'V.
o n the thread s trtr es es s a re re a AI' Is c al al cu cu la la te te d a s f ol ol lo w s
2to9O
SIng SIngIi Ii Shea Shea
Th rough
IbfA
Length
of
SIngle Shear
55450
nomiIlaJ diamet diametel' el' and threads pe Inch. Based psi unit tensile s t r e n g t h . en s ilil e s t re re n g th th . psi u n i t en Based
Length
Shear
Single Through Threads,
where:
TA LE
tren tren th
M in i n im im u m L oa oa d Ib
Nominal SIze,
.. T80IIiI T80IIiI
ea
be in
1/4
m i n u s 1'1.
minus 10/.
TA LE
ampl ampl
N um um b e
an u n d e r t o 8 00 00 0 to 3 5 to 15 00 and over
other otherwis wis
1'/2
m i n u s I'll
ize, ize, an ce tanc tanc umbe umbers rs fo Me hani hani al and eoatln eoatlng-T g-Thic hickne kne •• T•• ts
Pleces In Lot
80 801 00 35001 150001
"fll
rilnus
speci specifie fied. d.
MechanIcal
Coatlng
Acceptance
RejeCtion
13
17.1.3 shall pe ia ac ag eq emen emen eq ed 17.1.4 they they shal shal 1 7 P ac ac ka ka g M a rk rk in in g plainly 17,2.1 Each ed it the followi following ng inform informatio ation: n: es at nd e, 17.2.1.2 Size, 17.2.1.3 of the manufacturer, of ec 17.2.1.4 17,2.1.5 gi 17.2.1.6 Co 18 Keyw Keywor ords ds
9Sl erin erin
teel teel
A394
ANNEX (Man (Manda dato tory ry
1. t-
1.
Dime Dimens nsio ions ns lt Bolt Bolt shal shal
of
ll be spec specif ifie ie
Ty
un
th
purc purcha ha er agreed upon he wi purchaser.
Info Inform rmat atio ion) n)
by th
ci icat icatio io
4.
TIHJ American Sociflty for T u n g a n M a e r a / taku a n pet$lII r ig ig h 8 U &r &r Ie Ie d c on on n ec ec t o n position fN".cting h e v a d i ar expr_1y a dv a n Item IIHIIItioned In this a nd n d a d . U ssee r 0 I1 I1 h s ta ta nd nd a te rm rm in i n a t o n 0 1 tM v a d itit y o f a n y J lJ lJ C dv is is e t ha ha t d e te p a t & n t lightS. the rl$k o IlIl n1 n1 riri n{ n{ Je Je n le le n t 0 1 s u c h r ig ig h ts ts , e n titi re re l t he he i o w n r e sp sp o na na ib ib llll /t/t y wi
c/ lflf titi ca ca l c o m m i tttt e e and m U l l be r ev ev ie ie w 8 l:l: le le v er er y f iv iv e )'081$ Thia atand4rd III s u b je je C t t o I s vl vl a ic n at a n m e th rMponaJbIe t a c/ If n o t r ev Tl d a r 01 for a d d l tltl on on a J f Jt Jt s n d 8f 8f d s ev iM iM d . eltltet teepprOVed 01 w i t h d r a w n . om comment, are invited either fo reviSIon 0 1 t h i s t flfl Tl om m e n t s re l u l c o ns ns i d e ra ra t io io n at meeting and ,houId be addreued to A S T M HeadquartflfS. Y o u c om iN raceiva c a re the responaibl& shoold m a f f ilil C t m I c a J commfftBa, wh y o may a11end. If y o e e h a ur m m en en t a v no r6C1tlVed fair M l n g 1 9 1 8 Race s r . , P h a de views u lulu rN rN n 1 0 the A S T M Commlrrlllt on S t a n d a r d s . de lp lp h a , P A 1 91 91 03 03 .
