naug anchor bolt reinforcing normal bolt rev00a 06jan16

7/25/2019 NAUG Anchor Bolt Reinforcing Normal Bolt Rev00A 06Jan16

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nstruction for the Fol lowing Calculat ion Sheets

1. Scope 1) This Excel workbook obtains the following work sheets for anchor bolt reinforcing cal

STR : for the peestal of structure founation! ".bolt tension an

#E$%R&' : for the peestal of hori(ontal euip*ent founation! ".bol

2. Design Criteria 1) The uantities of tension bar an shear bar are eter*ine accoring to the ".bolt st

+not concrete breakout strength) calculate in accorance with "CI,1-11 "ppen

The tension an shear capacities of anchor bolt shown on pro/ect stanar rawingwere not use for anchor bolt reinforcing calculation on theses sheets.

3. Additional Sheet "ShearLug"Shear0ug : Reinforcing esign for shear lug pocket on peestal top of



culation. shear.

tension an shear.

eel strengthix%.

structure fn.



*) Limited to ASTM F1554 only

Item No. xxx.xxx

1. Calculation for Tension Bar Quantity and Spacing

Pedestal H Input 1,500 mm

Pedestal Input 5,!00 mm

"# Input 5,000 mm

A."olt Notation Input $ %A."olt N&m'e( n Input 1! %

Input D1 %

Input 1 %

Setting 5 mm

Setting 5 mm

5+L+5 1,!-0 mm

"#+ 5,!10 mm

a -5.0 mm

%"#%a)/ 05 mm

5- mm

& "#/ ,500 mm

/%a)/#os2/) ,- mm

3 2/n/ 0.1-! (ad !1 mm

6 2/%Asin&Sin3/) 0. (ad

y Setting 150 mm

545 mm

5 mm

1-- mm

1,! mm

7 1.000 %

5,45

0.1 %

m 2! %

8 *Sin2/)*1!/m # mm

% $es% %

m9 &'A %

89 8*m/m9 &'A mm

m99 m*8/00, :m9*89/00 i; aaila'l &'A %

899 8*m/m99 &'A mm

Instruction:

1) In8&t data in t<e ma(=ed >ells. #on;i(m t<e dimension H?Hmin, ?min a

B<en ;inal 'a( s8a>in@C5mm %%D &se s8e>ial 'a( layo&t as 8e( Se>tion

B<en m9%m)/? and 89C00mm %%D &se s8e>ial 'a( layo&t as 8e( Se>tion

2. Design Concept and ()uation

@oe(n 'y A."olt steel.

) T<e >a8a>ity o; %>o(ne(%'a( as i@no(ed in >al>&lation '&t t<e 'a( n&m

Anchor Bolt2)

Reinforcing %esign for 3ctagonal Founation

Main "a( dr)

Tie "a( dt)

>1

>4

H*in

*in

>45

t5

r64

s*in

Eo

dr645F6457

h64

&45844u8Cos9).;

s*ax 45<44w<Cos=).;

sa8e

s*in

5*in+Ro! s

*ax))64

a8e

sa8e

7h64)61.;

L1

F%>1>

a8e

L1

6 0

Ar

nGa!t

f uta

"se

6?@r!t

f < mm4

mre

Ar6a

s

mre

5-corner bar

s*ax

A Ro B

mre

+s*ax

5s*in

)6+Ro5s

*in)5-

) I; ne>essa(y, ><an@e 'a( diamete( to @et t<e desi(a'le 'a( n&m'e(s and

) #on;i(m t<e (es&lt, t<e most le;t aaila'le one o; +* $ p) $ +* $ p) $ +

1) Ee&i(ed 'a( n&m'e( mre) was so eter*ine that the %esign Strength of bar is not les



o

#al>&lation Model and No(mal "a( La



;


: %ata cell to be input

HCHmin, In>(ease H

Cmin, In>(ease

S8a>in@ J, K

#on>(ete >oe(, to8

#on>(ete >oe(, side

5@(o&t, 5>lea( s8a>in@

A."olt ed@e distan>e

ad@e to 'a( >ente(

sA."olt to 'a(

"a( e;;e>tie deelo8ment len@t<

Ee&i(ed 'a( se>tional a(ea

Ee&i(ed 'a( Nos

Total 8(oided 'a( (o&nd&8 'y )

"a( 8it><C5, too small

es All 'a(s a(e e;;e>tie

N/A

Ee>om9d total 'a( Nos <en 8, 89D00

N/A

nd S8a>in@?.

4,

4.

'e( as added in t<e total.

EoEffecti8e bar (one. 7

h64G

b

7*ax

1.

Ee>om9d total 'a( Nos <en s*ax

H Ro

s8a>in@. 'i@ 'a( s*all bar nu*bers $ large s

$ p) shall be applie. &se nor*al bar la<out except for:

s than the %esign Strength of ".Dolt



J o

yo&t



K

) #al>&lation &ationO <e(e,

n N&m'e(s o; an><o( 'olt to 'e (ein;o(>ed.

3. Design Data for Anchor Bolt and Bar

1) imension ata ;o( An><o( "olt

Notation Ty8e do in><) do mm) L mm) mm) F mm) mm

a

A1

/4 1-.1 145 50 1

* 1 5.4 - - - 50 1

c 1 1/4 1. 4-- -5 45 50 1

d 1 1/ .1 54 1,0 5 1,50 1

e 1 /4 44.5 1,04! 1,0 5 1,50 1

f 50. 1,405 1,414 !4 1,50

g 1/4 5. 1,5- 1,41 1 1,50 h 1/ !.5 ,1 1,! 1,550

i /4 !-.- ,-0 1,! 1,550

+ !. ,5 1,!40 -0 1,550

, 1/ .- 4,--1 1,!5 10 1,550

l

"

1/ 1. 4 1! ! 1!0 1

- 5/ 15.- - - - 00 1

n /4 1-.1 145 40 1

o 1 5.4 - 4- - 10 1

p 1 1/4 1. 4-- 45 45 -0 1

) esi@n ata ;o( An><o( "olt and "a( ) imension ata ;o( "a(

400 ia

A."olt 0.5 A#I1 .4.4 a), Tension 10 00 1

0.!5 A#I1 .4.4 a), S<ea( 1 40 1

40 1! 450

"a( 0.5 A#I1 .5..-, Tension 0 5!0

0.5 A#I1 .!..-, S<ea( 5 0 4

1,110 5

#. Special Bar Arrange-ent

) #on>e8t&al s8e>ial layo&t

Ar Reuire sectional area of reinforcing bar.

;uta

Specifie tensile strength of anchor bolt.

Ase

Effecti8e sectional area of anchor bolt.

;< Liel strength of bar.

7L1

60! +A1) is the factor to reflect the effect e8elop*ent length of bar.

Gx!x

Strength reuction factor for ".Dolt an +see Section , +4))

Ase

+**4)

acing)

:

;uta

+'Ma) L +**) L

h +*

Ga!t

Ga!s

;9< +'Ma)

Gr!t

Gr!s

1) "asi>ally, (ein;o(>in@ 'a( s<all 'e so a((an@ed t<at at least t<e (e&i(ed n&m'e( mre

) of bars are

Fo( t<is the total bar nu*ber is per*itte to be increase if necessar< for bar arrange*ent.

A r=nφ

a,tf uta

φr , t

ηf y A se



a) #o(ne( Additional "a( Layo&t ') Inside Additional "a

the bar spacing is suitable.



O

mm)

115

155

1-5

0

0

05

455

40

4!0

55

115

155

1-5

0

0

1.011.1

1--.0

14.

4-0.-

04.0

as+**4)

within the (o



1 o




Item No. xxx.xxx

1. Calculatio for Te sio Dar Pua tit<

".PL "x Input 50 mm

".PL "y Input 50 mm

A." x Input 10 mm

A." y Input 10 mm

A." Notation Input e %

A." n&m'e( n Input 4 %


Input D2 %

Input 1 %

Setting 50 mm

Setting 5 mm

Pedestal x Note%1) Input/Default 550 mm

Pedestal y Note%1) Input/Default 550 mm

5+L+5 o( 40) !! mm

Max"x+*5,x+) 5! mm

Max"y+*5,y+) 5! mm

a - mmx%x%a)/ mm

x%x%a)/ mm

14 mm

1! mm

1! mm

10 mm

1! mm

F6,5764 15 mm

$es%

4 mm

44 mm

7 0.-0 %5,04

1!.1 %

* Rounup 20 %

p 4+%x4a5%<4a)6* 1 mm

LesQ

m9 &'A %

p 4+%x4a5%<4a)6* &'A

m99 4+%x4a5%<4a)61J; &'A %

p 4+%x4a5%<4a)6* &'A mm

.1 %

Note%1O He(e x and y a(e set as t<e minim&m. esi@ne( >an ><an@e t<em 'y di(e>t in8

4. Calculatio for Shear Dar Pua tit<

2 %

-

. %

* Rounup ! %

Instruction:

1) In8&t data in t<e ma(=ed >ells. #on;i(m t<e dimension H?Hmin, x?x,min and y?

4) Final a88lied 'a( (atio min Q max) s<all also meet t<e (e&i(ement s8e>i;ied in

Anchor Bolt2)

Re inforc ing %esign for Structure Founa t ion

Main "a( dr)

Tie "a( dt)

>1

>4

H*in

x!*in

<!*in

>45t5r64 s

x

s<

sc

sx45s

<4).;

s1

:0.5x+s<4).;

s4

:0.5y+sx4).;

sa8e

sx5s

<5s

c5.;s

12.;s

4)6

s*ax

Maxsx!s

<!s

c!s

1!s

4)

Eo

Ro 'ax+sx!s<)≥

a8e

sa8e

764)61.;

L1

F%>1>

a8e

L1 6 0

Ar

nGa!t

f uta

"se

6?@r!t

f < mm4

mre

"r6a

s

s*ax

A Ro B

*2s*ax

6Ro

g

Ar!pro

6+%x2%<)

A." n&m'e( ns

nsn64

Ar

ns2.J2.-2@

a!sf uta

"se

6@r!s

f < mm4

mre

"r6a

s

) I; ne>essa(y, ><an@e 'a( diamete( to @et t<e desi(a'le 'a( n&m'e(s and s8a>in@.

) #on;i(m t<e ;inal (es&lt, t<e most le;t aaila'le one o; +* $ p) $ +* $ p) $ +* $ p)




: %ata cell to be input or use the efault

S8a>in@ C, 8lease ><e>=


1 /4

HJHmin, K

#on>(ete >oe(, to8

#on>(ete >oe(, side

xJxmin, K

yJymin, K

5 o( 40 @(o&t, 5>lea( s8a>in@R

ad@e to 'a( >ente(

sA."olt to 'a(

es K



Ee&i(ed 'a( Nos

Mro8ie bar Nos

"a( 8it><C5, too small, in>(ease x/y,d(

es All 'a(s a(e e;;e>tie

N/A

Ee>om9d total 'a( Nos <en 89 o( 899D150

N/A

Mro8ie bar ratio! see Instruction +)

ttin@ it< t<e desi@ned 8edestal dimension


Ee&i(ed 'a( Nos

Mro8ie bar Nos

,min.

RFo&ndation esi@n Man&alR.

EoEffecti8e bar (one.

7*ax

1.

Ee>om9d total 'a( Nos <en s*ax

H Ro

'i@ 'a( s*all bar nu*bers $ large spacing)

shall be applie.




A."olt steel. Hoee(, s<ea( 'a( is 'ased on t<e <al; s<ea( >a8a>ity U/) o; t<e total an><

) #al>&lation &ationO

<e(e,

Tension

n N&m'e(s o; an><o( 'olt to 'e (ein;o(>ed.

S<ea(

#. Design Data for Anchor Bolt and Bar


Notation Ty8e do in><) do mm) L mm) mm) F mm

a

A1

/4 1-.1 145

* 1 5.4 - 4- -

c 1 1/4 1. 4-- 45 45

d 1 1/ .1 54 51 5 4

e 1 /4 44.5 1,04! 5- 5 5

f 50. 1,405 !4 !4 !

g 1/4 5. 1,5- !1 1 !

h 1/ !.5 ,1 4

i /4 !-.- ,-0 -

+ !. ,5 1,010 -0 -

, 1/ .- 4,--1 1,1 10 1,0

l

"

1/ 1. 4 1! ! 1

- 5/ 15.- - - -

n /4 1-.1 145 o 1 5.4 - 4- -

p 1 1/4 1. 4-- 45 45

Grout Thickness = mm

s.

) esi@n ata ;o( An><o( "olt and "a( ) imension ata ;o

400 %ia

A."olt 0.5 A#I1 .4.4 a), Tension %1

0.!5 A#I1 .4.4 a), S<ea( %14

40 %1J

"a( 0.5 A#I1 .5..-, Tension %4

0.5 A#I1 .!..-, S<ea( %4;

%,4 1!

/ Shear Bar Arrange-ent

1) Ee&i(ed 'a( n&m'e( mre

) was so eter*ine that the %esign Strength of bar is not less than the %esign Strength o


;uta


Ase



7L1

60! +A1) is the factor to reflect the effect e8elop*en

Gx!x

Strength reuction factor for ".Dolt an +see Section

0. Strength reuction factor for grout pa +"CI,1- %.J.1

Ase

+**4)

;uta

+'Ma) 0 +**

Ga!t

Ga!s

;9< +'Ma)

Gr!t

Gr!s

A r=nφa,t f uta

φr , t

ηf y A se

A r=n

s0. 6 ¿0 .8φ

a,sf uta

φr , s

f y

A se



S<ea( "a( Layo&t



, <al; t<e total an><o( '

mm) B mm)

115 1.5

155 41.

1-5 50.0

0 !0.

0 !-.5

05 -.

45 .-0

5 -.4

40 10.-5

4!0 11.4

55 1!.5

115 .

155 !.-

1-5 1.50 41.

0 50.0

K-.;

11,.1

41.1

,1.4

O.O-.

as+**4)




Item No. xxx.xxx


A." x Input (0 when n=1) 140 mm

A." Notation Input d %

A." n&m'e( n Input %


Input D1 %

Input 1 %

Setting 5 mm

Setting 5 mm

Pedestal x, Note%1 Input/Default 500 mm

Pedestal y, Note% Input/Default 5 mm

5+L+5 o( 40) 5 mm

x++50 4-! mm

5 mm

a -5 mm

x%x%a)/ 5 mm

1 mm

14 mm

1 mm

!- mm

1! mm

7 0.01 %

,04!

1.2 %

p # mm

Note%1O He(e x is set as s<on. esi@ne( >an ><an@e it 'y di(e>t in8&ttin@ it< t<e

4. Calculatio for Shear Dar Pua tit<

Input 1 %--

.! %

* Rounup 3 %

Instruction:

1) In8&t data in t<e ma(=ed >ells. #on;i(m t<e dimension H?Hmin, x?x,(e;, and y

) #on;i(m t<e (es&lt. Tension 'a( &antity is s<on 'y t<e s8a>in@ 8, s<ea( 'a(,

4) B<en 8D1!5, ;i(st (ed&>e t<e 'a( diamete( i; 8ossi'le, ot<e(ise ta=e 1!5mm as

A88li>a'le "ase Plate Ty8es #ate@o(iVed 'y A."ol

Anchor Bolt2)

Re inforc ing %esign for #or i(ontal Euip*ent Founa t ion

Main "a( dr)

Tie "a( dt)

>1

>4

H*in

x!ref

<!*ax

Eo4s

x4).;

>45

t5

r64

sx

s*ax

sx45%

<64).;

sa8e sx5*in+s*ax!Ro)64

Eo F6,5764

a8e

sa8e

764)61.;

L1

F%>1>

a8e

L1

6 0

Ar

nGa!t

f uta

"se

6?@r!t

f < mm4

mre

"r6a

s

4E<!ref

6*re

Note%O y in8&ttin@ is ne>essa(y only <en t<e a>t&al y is less t<an t<e de;a&lt a

A." n&m'e( ns

Ar

ns2.J2.-2@

a!sf uta

"se

6@r!s

f < mm4

mre

"r6a

s

) I; ne>essa(y, ><an@e 'a( diamete( to @et t<e desi(a'le 'a( n&m'e(s and s8a>in@.

a) T<peI +n1! ns1) b) T<peII +n4! ns1)

D y / 2

D y / 2

Dx

Shear



) S<ea( 'a(s a(e only needed in t<e x di(e>tion and lo>ate




: %ata cell to be input or use the efault


1 1/

Limited to 1 Q

HJHmin, K

#on>(ete >oe(, to8

#on>(ete >oe(, side

xJxmin, K

5 o( 40@(o&t, 5>lea( s8a>in@

ad@e to 'a( >ente(

sA."olt to 'a(



Ee&i(ed 'a( Nos

"a( 8it><C5, too small. se 'i@@e( 'a(

desi@ned 8edestal dimension.


Ee&i(ed s<ea( 'a( Nos

Mro8ie shear bar Nos

Cy,max

'y t<e n&m'e( m.

s8e>i;ied in Fo&ndation esi@n Man&al.

n A."olt Nos ;o( tension (ein;o(>in@

Layo&t

EoEffecti8e bar (one.

7*ax

1.

l&e, <!*ax

'i@ 'a( s*all bar nu*bers $ large spacing)

ns ".Dolt Nos for shear reinforcing



d it<in t<e (an@e o; a'o&t y/.




A."olt steel. Hoee(, s<ea( 'a( is 'ased on t<e s<ea( >a8a>ity o; one an><o( 'olt.

) #al>&lation &ationO

<e(e,

Tensionn N&m'e(s o; an><o( 'olt to 'e (ein;o(>ed.

S<ea(

#. Design Data for Anchor Bolt and Bar


Notation Ty8e do in><) do mm) L mm) mm) F mm)

a

A1

/4 1-.1 145 * 1 5.4 - 4- -

c 1 1/4 1. 4-- 45 45

d 1 1/ .1 54 51 5 4

e 1 /4 44.5 1,04! 5- 5 5

f 50. 1,405 !4 !4 !

g 1/4 5. 1,5- !1 1 !

h 1/ !.5 ,1 4

i /4 !-.- ,-0 -

+ !. ,5 1,010 -0 -

, 1/ .- 4,--1 1,1 10 1,0

l

"

1/ 1. 4 1! ! 1

- 5/ 15.- - - -

n /4 1-.1 145 o 1 5.4 - 4- -

p 1 1/4 1. 4-- 45 45

Grout Thickness = mm

) esi@n ata ;o( An><o( "olt and "a( ) imension ata ;o

400 %ia

A."olt 0.5 A#I1 .4.4 a), Tension %1 ,

0.!5 A#I1 .4.4 a), S<ea( %14 ,

40 %1J

"a( 0.5 A#I1 .5..-, Tension %4

0.5 A#I1 .!..-, S<ea( %4; -

%,4 1!/. Bar Arrange-ent

1) Ee&i(ed 'a( n&m'e( mre

) was so eter*ine that the %esign Strength of bar is not less than the %esign Strength o


;uta


Ase



7L1

60! +A1) is the factor to reflect the effect e8elop*en

Gx!x

Strength reuction factor for ".Dolt an +see Section

0. Strength reuction factor for grout pa +"CI,1- %.J.1

Ase

+**4)

;uta

+'Ma) 0 +**)

Ga!t

Ga!s

;9< +'Ma)

Gr!t

Gr!s

A r=nφa,t f uta

φr , t

ηf y A se

A r=n

s0. 6¿0 . 8φ

a,sf u ta

φr ,s

f y

A se



#on>e8t&al "a( A((an@ement

Mote%AO Maxim&m to laye(s o; ties a(e >onside(ed to 'e e;;e>tie. T<e (e&i(ed s<ea( 'a( s<o&ld

Note%"O Tie and >(oss tie it<in y/ a(e >onside(ed to 'e e;;e>tie, t<o&@< %ty8e o; tie Note



mm) mm) B mm)

114 115 1.5114 155 41.

1 1-5 50.0

15 0 !0.

1 0 !-.5

04 05 -.

- 45 .-0

54 5 -.4

0 40 10.-5

05 4!0 11.4

!0 55 1!.5

114 115 .

114 155 !.-

1 1-5 1.5

15 0 41.

1 0 50.0

(

1J; K-.;

1O; 11,.1

4J 41.1

,4; ,1.4

; O.O

;1; -.

olt go8ern b<

th of bar.

0h

+**) as+**4)



a((an@ed in t<e to8 laye( AMAP.

is 'ette(.



Reinforcing %esign for Shear 0ug Mocket on Mee stal Top of Structure Founation

Item No. xxx.xxx : %ata cell to be input


Input 150 =N

Po>=et Ball T<= t Input 00 mm

Po>=et e8t< < Input 150 mm

Input 1 %

Tie laye( Nos m Input % 0educe the &os. See

Input 10 %

#(oss tie laye( Nos n Input % 0educe the &os. See

Setting

Setting 40

@ Setting 0.5 %

Setting 1.4 % A#I1%11, 11.!.4.

1 Note%1

11.1

1.0

!

21./ =N A#I1%11, 11.!.4.1

t*< 0,0001.2 =N A#I1%11, 11.!.5

1!!. =N A88lied Un, 'y #on>(

14. =N

5.0 =N

Sa;ety ;a>to( = 1. %

LesQ

%3Q

:see Inst(&>tion )

Note%1O

Instruction: 1) In8&t data in t<e ma(=ed >ells in>l&din@ t<e diamete( and laye( o; ties.

) #<e>= t<e (es&lt o; sa;ety ;a>to( =.

4. Sectio al "rea of Dar

%ia

%1 K1.

%14 11,.1

%1J 1OO.

%4 ,1.4

%4; O.O

%,4 -.

,. Calculatio 'oel a Tie "rra ge*e t

S<ea( ;(i>tion #al>&lation Model *) T<e details not s8e>i;ied <e(e s<all 'e as

Fa>to(ed S<ea( Fo(>e Uu

Tie dt1

)

#(oss Tie dt4

)

;c

N/mm4

;< N/mm4

F(i>tion >oe;;i>ient

m*ax

! n*ax

A(ea at1 mm4

A(ea at4 mm4

A8f

m*at1

5n2at4 mm4

Un!ties

A8f

f <

S<ea( se>tion Ac mm

4

Un!li*it

Min0.;c!,.,5.-f

c!11)"

c

Un

MinUn!ties

! Un!li*it

)

GUn

Uu1

Uu64 U

u1Friction force on one

GUn6U

u1

#<e>= ;o( = 1.B≥

<C1!0 %%D m*ax

$ n*ax

1

1J hV4;; H *≤*ax

$ n*ax

4

h 4;; H *≥*ax

$ n*ax

,

) T<e small one o; Un!ties

an Un!li*it

is the critical one which shoul be increase when W k 1.W is WNoQW.≥

as+**4)

Ty8i>al etail ;o( Tie A((an@ement 2)

t

Vu

Vu/2

Vu/2

Shear

Shear Lug Pocket,Depth=h

Shear Plane

Tie (Hoop)

Cro Tie

Tie (!x")

Cro Tie(!xn)

#ain $ar

%ni&ec'=



Revision Status

Re8. No. %ate

" ,Xun1,

" 14"ug1

D 14No81" ;Xan1J



%escriptio

Eite for Xa(an Mro/ect &se

Re*o8e sheet for 3CT $ Shearlug

&pate WRoW calcn&pate for N"&Y M/



Re8ise b< Re*arks

F. Drusola

F. Drusola

F. DrusolaR.Santos

naug anchor bolt reinforcing normal bolt rev00a 06jan16

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