bolts-1
TRANSCRIPT
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Bolt Length w/
Single Nut & Single Washer Calculator
Bolt Grip
Dia. Inches Inches
1/2 1 1/ 4 2.! 2.2"
"/#
$/4
%/#
1
1 1/#
1 1/4
1 $/#
1 1/2
Bolt Length
Speci' threa( length when using Dou)le Nuts
No*inal Single Nut Dou)le NutBolt To determine required Bolt To determine required Bolt
Si+e Length Add to Grip Length Add to Grip
Inches *illi*eters Inches *illi*eters
11/1,- 1% 1$/1,- $
%/#- 22 11/2- $#
1- 2" 1$/4- 44
11/#- 2! 2- "1
11/4- $2 21/4- "%
11/2- $# 2"/#- ,%
1"/#- 41 2%/#- %$
1$/4- 44 $1/#- %!
1%/#- 4# $$/#- #,
Bolted Parts (ASTM A325 & A490 BOLTS)
The slope of surfaces of bolted parts in contact with the bolt head and nut sh
axis Bolted steel parts shall not be separated b! gas"ets and shall #t solidl! t
the nominal olt diameter!
A490 olts and gal"ani#ed A325 olts shall not e re$sed! %etightening re"io$s tighte
shall not e onsidered as re$se!
nter Grip Inches
1Lg. 2Lg.
*+,ith -!,!
2+,ith Be"el ,asher
.n order to determine the re/$ired olt length the "al$e in the tale elo1 sho$ld e adde
material el$si"e o' 1ashers)or enter the ri in the al$lator ao"e 'or single n$t 1it
'or man$'at$ring toleranes to ro"ide 'or '$ll thread engagement o' hea" he n$t 1he
add 5632+inh and 'or eah e"el 1asher add 56*7+inh! The length is determined $se o
Inches 0**
1/2- 01$
"/#- 01,
$/4- 01!
%/#- 022
1- 02"
11/#- 02!
11/4- 0$2
1$/#- 0$"
11/2- 0$#
sub&punched and reamed% or drilled% as required b! applicable code or speci#
O"ersi#ed 8olesmay have nominal diameters up to: $/1,-larger than bolts %/#-and less in
and "/1,-larger than bolts 11/#-and greater in diameter $aredened washers
ASTM A325 & A490 BOLTS &
(3ustBolt
Lengthto theNet1/4-
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No*inal 56ersi+e Short Long
Bolt 7oles Slotte( Slotte(
Si+e 7oles 7oles1/2- "/#- !/1,-11/1,- !/1,-11/4-
"/#- 1$/1,- 11/1,-%/#- 11/1,-1!/1,-
$/4- 1"/1,- 1$/1,-1- 1$/1,-1%/#-
%/#- 11/1,- 1"/1,-11/#- 1"/1,-2$/1,-
1- 11/4- 11/1,-1"/1,- 11/1,-21/2-
11/#- 1%/1,- 1$/1,-11/2- 1$/1,-21$/1,-
11/4- 1!/1,- 1"/1,-1"/#- 1"/1,-$1/#-
1$/#- 111/1,- 1%/1,-1$/4- 1%/1,-$%/1,-
11/2- 11$/1,- 1!/1,-1%/#- 1!/1,-$$/4-
811/2- (9"/1,- 0(91/1,-0(9$/#- 0(91/1,-02."(
Minim$m Bolt Saing
0Center o Stan(ar( 7ole to (ge o Connecte( :art
No*inal ; Shapes or Bars
Si+e (ges or Gas Cut (ges
1/2- %/#- $/4-
"/#- 11/#- %/#-
$/4- 11/4- 1-
%/#- 11/#-
1- 11/4-
11/#- 2- 11/2-
11/4- 21/4- 1"/#-
811/4- 1.%" Dia. 1.2" Dia.
These may be 1-1/4" @ the ends of beam connection angles
?a. 7oles Si+e 0No*inalInches
The distance between centers of standard% o'ersi(ed% or slotted fasteners sha
diameter of the fastener% inches (istance o $( is preerre(.
Minim$m ;dge
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Bolt
Si+e
B C
Bolt Di*ensions. Inches Nut Di*ension
No*inal 7ea6' 7e Structural Bolts 7ea6' 7e
Bolt Si+e Wi(th across 7eight Ahrea( Wi(th across
D 7 Length
Inches 0**
Inches 0**
1/4- 0, $/4- 01! 1/2- 01$ 1/2- 01$ 1- 02"
$/#- 01 11/#- 02! $/4- 01! $/4- 01! 1$/#- 0$"
1/2- 01$ 1$/#- 0$" %/#- 022 %/#- 022 1$/4- 044
"/#- 01, 1"/#- 041 1- 02" 1- 02" 21/#- 0"4$/4- 01! 1%/#- 04# 11/#- 02! 11/#- 02! 2"/#- 0,%
%/#- 022 21/#- 0"4 11/4- 0$2 11/4- 0$2 $- 0%,
1- 02" 2$/#- 0, 1$/#- 0$" 1$/#- 0$" $1/4- 0#$
11/#- 02! 2"/#- 0,% 11/2- 0$# 11/2- 0$# $$/#- 0#,
11/4- 0$2 2%/#- 0%$ 1"/#- 041 1"/#- 041 $%/#- 0!#
1$/#- 0$" $1/#- 0%! 1$/4- 044 1$/4- 044 4$/#- 0111
11/2- 0$# $$/#- 0#, 1%/#- 04# 1%/#- 04# 4%/#- 0124
lats lats W
1/2- 01$ %/#- 022 "/1,- 0# 1- 02" %/#- 022
"/#- 01, 11/1,- 02% 2"/,4- 01 11/4- 0$2 11/1,- 02%
$/4- 01! 11/4- 0$2 1"/$2- 012 1$/#- 0$" 11/4- 0$2
%/#- 022 1%/1,- 0$% $"/,4- 014 11/2- 0$# 1%/1,- 0$%
1- 02" 1"/#- 041 $!/,4- 01" 1$/4- 044 1"/#- 041
11/#- 02! 11$/1,- 04, 11/1,- 01% 2- 0"1 11$/1,- 04,
11/4- 0$2 2- 0"1 2"/$2- 02 2- 0"1 2- 0"1
1$/#- 0$" 2$/1,- 0", 2%/$2- 021 21/4- 0"% 2$/1,- 0",
11/2- 0$# 2$/#- 0, 1"/1,- 024 21/4- 0"% 2$/#- 0,
ASTM A325 & A490 BOLTS & :TS
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No*inal No*inal No*inal Ahicness
Bolt Si+e 5utsi(e Dia*eter
D Dia*eter ?in. ?a.
Length ,eight o' ASTM A325 or A490
n(er
7ea(
:er inch
a((itional((
or ach
Circular Washers
o 7ole
1/2- 01$ 11/1,- 02% 1%/$2- 01$ .!% 02 .1%% 04"/#- 01, 1"/1,- 0$$ 11/1,- 01% .122 0$ .1%% 04
$/4- 01! 11"/$2- 0$% 1$/1,- 021 .122 0$ .1%% 04
%/#- 022 1$/4- 044 1"/1,- 024 .1$, 0$ .1%% 04
1- 02" 2- 0"1 11/#- 02! .1$, 0$ .1%% 04
11/#- 02! 21/4- 0"% 11/4- 0$2 .1$, 0$ .1%% 04
11/4- 0$2 21/2- 0,4 1$/#- 0$" .1$, 0$ .1%% 04
1$/#- 0$" 2$/4- 0% 11/2- 0$# .1$, 0$ .1%% 04
11/2- 0$# $- 0%, 1"/#- 041 .1$, 0$ .1%% 04
7ea6' 7e Structural Bolts wit
Inches 0** 1/2- 01$ "/#- 01, $/4- 01! %/#- 022
1- 02" 1,." 0%.4# 2!.4 01$.$4 4% 021.$2
11/4- 0$2 1%.# 0#.% $1.1 014.11 4!., 022." %4.4 0$$.%"
11/2- 0$# 1!.2 0#.%1 $$.1 01".1 "2.2 02$.,# %# 0$".$#
1$/4- 044 2." 0!.2! $".$ 01,.1 "".$ 02".# #1.! 0$%.1"
2- 0"1 21.! 0!.!$ $%.4 01,.!, "#.4 02,." #,.1 0$!."
21/4- 0"% 2$.$ 01."% $!.# 01#." ,1., 02%.!4 !.$ 04.!,
21/2- 0,4 24.% 011.2 41.% 01#.!1 ,4.% 02!.$" !4., 042.!1
2$/4- 0% 2,.1 011.#4 4$.! 01!.!1 ,%.# 0$.%" !#.# 044.#1
$- 0%, 2%.4 012.4$ 4,.1 02.!1 %.! 0$2.1, 1$ 04,.%2
$1/4- 0#$ 2#.# 01$., 4#.2 021.#, %4 0$$."% 1% 04#."$
$1/2- 0#! $.2 01$.% ".4 022.#, %%.1 0$4.!% 111 0".$"
$$/4- 0!" $1., 014.$$ "2." 02$.#1 #.2 0$,.$# 11, 0"2.,2
4- 012 $$ 014.!% "4.% 024.#1 #$.$ 0$%.%# 12 0"4.4$
41/4- 01# $4.$ 01".", ",.! 02".#1 #,.4 0$!.1! 124 0",.2"
41/2- 0114 $".% 01,.1! "! 02,.%, #!." 04., 12# 0"#.,
4$/4- 0121 $%.1 01,.#$ ,1.2 02%.%, !2.% 042." 1$$ 0,.$$
"- 012% $#." 01%.4, ,$.$ 02#.%1 !".# 04$.4" 1$% 0,2.14
"1/4- 01$$ $!.! 01#.1 ,"." 02!.%1 !#.! 044.#, 141 0,$.!,
"1/2- 014 41.2 01#.,! ,%.% 0$.%1 12 04,.2% 14, 0,,.22
"$/4- 014, 42., 01!.$2 ,!.# 0$1.,, 1" 04%.,$ 1" 0,#.4
,- 01"2 44 01!.!, %1.! 0$2.,1 1# 04#.!! 1"4 0,!.#"
"." 02.4! #., 0$.! 12.4 0".,2 1,.! 0%.,%
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1 .W.
((
or ach
1
Be6el
Washers
((
2.1 0.!" $., 01.,$ 4.# 02.1# % 0$.1#
2$.1 01.4# 22.4 01.1, 21 0!."$ 2.2 0!.1,
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Bolt Length w/
Single Nut & Single Washer Calculator
Bolt Grip
Dia. ** **
1$ $2 "$.4$ "%.4
1,
1!
22
2"
$
$2
$"
$#
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No*inal 56ersi+e Short Long
Bolt 7oles Slotte( Slotte(
Si+e 7oles 7oles1$ 1, 141% 14$2
1, 21 1%22 1%4
1! 24 212" 214#
22 2% 242! 24",
2" $2 2%$$ 2%,4
2! $% $$# $%1
$2 4 $$41 $$%!
$" 4$ $%44 $%#%
$# 4, 4"# 4!"
8$# 84, 0(920(9! 0(9202."(
0Center o Stan(ar( 7ole to (ge o Connecte( :art
No*inal ; Shapes or Bars
Si+e (ges or Gas Cut (ges
1$ 22 1!
1, 2! 22
1! $2 2"
22 $# 2!
2" 44 $2
2! "1 $#
$2 "% 41
8$2 1.%" Dia. 1.2" Dia.
These may be 32 @ the ends of beam connection angles
?a. 7oles Si+e 0No*inal *illi*eters
ll be not less than 2 2/$(where -(-is the nominal
Minim$m ;dge
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B C
s> Inches
uts
7eight
7
Inches 0**
%/#- 022 "/#- 01,
11/#- 02! $/4- 01!
1$/#- 0$" %/#- 022
11/2- 0$# 11/#- 02!1"/#-041 11/4- 0$2
1%/#- 04# 1"/#-041
21/#- 0"4 1%/#- 04#
21/4- 0"% 1%/#- 04#
21/2- 0,4 2- 0"1
2$/4- 0% 21/4- 0"%
2%/#- 0%$ 21/2- 0,4
$1/,4- 012
$!/,4- 01"
4%/,4- 01!
""/,4- 022
,$/,4- 02"
1%/,4- 0$%
1%/$2- 0$1
111/$2- 0$4
11"/$2- 0$%
en n( Wrench
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SE. or =ect. Be6el Washers
?ini*u* Slope or
Si(e ?ean Aaper in
Di*ension Ahicness Ahicness
1F,