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  • 8/10/2019 Bolts-1

    1/10

    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

  • 8/10/2019 Bolts-1

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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%.,%

  • 8/10/2019 Bolts-1

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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,

  • 8/10/2019 Bolts-1

    6/10

    Bolt Length w/

    Single Nut & Single Washer Calculator

    Bolt Grip

    Dia. ** **

    1$ $2 "$.4$ "%.4

    1,

    1!

    22

    2"

    $

    $2

    $"

    $#

  • 8/10/2019 Bolts-1

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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

  • 8/10/2019 Bolts-1

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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,