52055795 flangecalculationasmeviii version5 (1)

7/27/2019 52055795 FlangeCalculationASMEVIII Version5 (1)

1/11

file spec.: 'file:///var/www/apps/conversion/tmp/scratch_3/227723113.xls'#$sheet1 -- printed 21!.".11/1:1"

Flange Calculation sheetoc %o &heet

Bolted flange connections to ASME VIII, div. 2 Aendi! 2 ev. ate (ade )hec*

)lient ,a %o

roect

0o %o.

ocation + 21!.".11 (

"esign Basis

"esign Code#

+&( 4oiler 5 ress6re essel )ode - section 8889 ivision 19 +ppendix 2

nits of calc6lation Met$ic

Inut "ata

ariale &o6rce of data 8np6t

Flange and ;lane facin

%ie "ata %ominal ipe &iact6al?

ipe wall thic*ness >ncorroded?

enth of flane h6 h

;lane thic*ness t

4olt circle diameter )

@6 iameter >arest? A

;lane o6tside diameter +

Bolts 4olt &tandard

4olt &i&pecifB (-,Bpe 9 8&=?C

%6mer of 4oltsC

4olt oot +rea >per olt?

&as'et Das*et ,Bpe

Das*et diameter 9 (+%>,0?/=>;?:

Das*et contact width w>,0? or %>;? w or %

(in. desin seatin stress B

Das*et factor m

"esign esin ress6re

Conditions esin ,emperat6re

)orrosion +llowance ca

E!te$nal +xial ;orce >strain?

(oads (oment

(oment

(oment

=rientation of flane x9B9or 2."2 for metric? K >?."for

U 1/!T

D C mean as*et diameter for S 1/!T

D C Das*et = - 2K for U 1/!T

C t

n- ca C

1C >A-4?/2 C

4 >)orroded 8? C =pipe

- 2 K C

eF C 1V K (res

/ >W K D3? L ! K ;axial / >W K D2?

dC L

eF

@pC 2 K K W K D K m K dC

@ C W / ! K D2K dC

Xm1C @pL@ C

Xm2C W K K D K B C+mC reater of Xm1/&or Xm2/&aC

+olts

C

X C ." K > +m L +olts

? K &a C

C > ! K +m

/ > nolt

K W ? ?."

@C W / ! K 42 K

dC h

C L ." K

1C (C @K hC

@D C @pC hDC ." K > ) - D? C (DC @DK hDC

@,C @ - @

C h,C ." K > L

1Lh

D? C (

,C @

,K h

,C

( oper

C (

L (DL (

,C

@D

C X C hDC (

atmC

C ) K &8%>W / nolt

?

); C Yolt_spacin / >2 K dolt

L V K t / > m L ."??Z." >or minim6m 1.?

h C >4 K o?9"

h / h C! / 3 K e K tL1

1/

C t3 / d

m C); K ( oper/ 4

C ; / ho mD C);K( atm/ 4

C / K hK

2


3/11

file spec.: 'file:///var/www/apps/conversion/tmp/scratch_3/227723113.xls'#$sheet1 -- printed 21!.".11/1:1"


Bolted flange connections to ASME VIII, div. 2 Aendi! 2

Calculations

S-MMA89 F S:8ESSES#

)alc6lated +llowale

e$ating

onit6dinal @6 &tress: #+G %/mmH )V

adial ;lane &tress: #+G %/mmH )V

,anential ;lane &tress: #8/G %/mmH )

)omined &tress: #+G %/mmH )V

4olt &tress #8/G %/mmH )

Seating

onit6dinal @6 &tress: #+G %/mmH )V

adial ;lane &tress: #+G %/mmH )V

,anential ;lane &tress: #8/G %/mmH ))omined &tress: #+G %/mmH )V

4olt &tress #8/G %/mmH )

8EVE8SE CA(C-(A:I; 4 a! oe$ating $essu$e

onit6dinal @6 &tress: C

adial ;lane &tress: C

,anential ;lane &tress: C

)omined &tress: larest of [ CCC

(ax flane moment C

(ax operatin press6re C

C

4oltin C C

B(I;" F(A;&E :6IC;ESS CA(C-(A:I;#

(inim6m thic*ness of flane

>=peratin - XCXm1?

(inim6m thic*ness of flane

>&eatin - C?

(ax press6re for act6al thic*ness

=peratin

Flange 8igidit Chec'

iiditB index C #8/G

&@Cf K m

/ >RK

12 ? C 1." K &

f operC

&

C MK m/ >RK t2 ? C &

f operC

&,C m

K O / > t2? - Q K &

C &

f operC

reater of >&@L&

? / 2 or >&

@L&

,? / 2 C &

f operC

Xm1

/ +olts

&

&@

C f K mD/ >R K

12? C 1." K &

f atmC

&CM K m

D/ > R K t2 ? C &

f atmC

&,

C mD

K O / > t2? - Q K &

C &f atm

C

reater of >&@L&

? / 2 or >&

@L&

,? / 2 C &

f atmC

Xm2

/ +olts

&a

mval6es d6e to allowale stresses:

m1

C R K 1

2K 1." K &f oper

/ f

m2

C R K t2K &f oper

/ M

m3

C R K t2K &f oper

/ > R K O-M K Q ?

m! C 2 K &f oper/ > f / > R K 12? L O / t2L M / >R K t2? ?

m!

C 2 K &f oper

/ > f / > R K 1

2? L M / >R K t2? ?

&elect min. m1

to m!

m

(C C m

K 4 / )

;

C K ( / Y W K >42K > ) - >A L 4? / 2? L K K D K m K >) - D? L >D 2- 42? K >) - >D L 4?/ 2??Z

C +olts

K &/ > W K > 2 K K m K D L .2" K D2? ?

eoper

C > .3 K D2K / > &f oper

? L 1.\\ K Xm1

K hD/ > &

f operK D ? ?."L ca

eoper

C > .3 K D2K / > &f oper

? L 1.\\ K X K hD/ > &

f operK D ? ?."L ca

pmax

C >e - ca ?2K &f oper

/ > .3 K D2L 1.\\ K W K hDK >2 K K m L .2" K D ??

0 C "2.1! K ( oper

K / > R K mod K D

2K hK .3?


4/11

file spec.: 'file:///var/www/apps/convers ion/tmp/scratch_3/227723113.xls'#$f lanedrawin -- printed 21!.".11/1:1"


Bolted flange connections to ASME VIII, div. 2 Aendi! 2 ev. ate (ade )hec*

)lient ,a %o

roect

0o %o.

ocation + 1!.".11 (

Basic Flange "ata

)))

Studolts C/ 2 nuts

))) )))

)VA(-E+

)VA(-E+

)VA(-E+

)VA(-E+

))

))) Flange Si?e 12.* @@

%$essu$e 8ating 2=** )

))) Facing 8F

)))

E (oens edersen - all


5/11

/+ppr.


6/11

file spec.: 'file:///var/www/apps/convers ion/tmp/scratch_3/227723113.xls'#$mater ialsheet -- printed 21!.".11/1:1"


A2Bolted flange connections to ASME VIII, div. 2 Aendi! 2

Mate$ial St$ess "ata

Flange Bolting

(aterial rade +3" ;-2 "V +32 7( -S 2. 2

&tandard +&( 431.3 +&( 431.3

ef. ,ale ,ale +-1 ,ale +-2

&(,& >&pecified (in. ,ensile &trenth? 7. *si 1. *si

&(O& >&pecified (in. Oield &trenth? 3V. *si . *si

esin ,emperat6re 1. ];

:ee$atu$e Alloale St$ess Alloale St$ess

Flange Bolting

100 ]; 23.3 'si 2*.* 'si

200 ]; 21. 'si 2*.* 'si

300 ]; 21.3 'si 2*.* 'si

400 ]; 2*.D 'si 2*.* 'si

500 ]; 1. 'si 2*.* 'si

600 ]; 15. 'si 2*.* 'si

650 ]; 15. 'si 2*.* 'si

700 ]; 15.3 'si 2*.* 'si

750 ]; 1. 'si 2*.* 'si

800 ]; 12.* 'si 1.= 'si

850 ]; 5. 'si 1D.2 'si

900 ]; =.* 'si 12.= 'si

950 ]; 3.* 'si .= 'si

1000 ]; 1.= 'si .= 'si

1050 ]; *.* 'si *.* 'si

1100 ]; *.* 'si *.* 'si

Alloale St$esses fo$ use in calculation

At Aient 23.3 'si 2*.* 'si

At 1**F )VA(-E+ )VA(-E+

A350 LF-2 A320 L7M -< 2.5"


7/11


8/11

Type

Nominal Piping Pressure Flange Face Flange do. excl. Flange do. excl. Hub Root Face No of Bolt Circle Bo

Pipe #i$e %& Rating %& Height thickn. Face height height Face height diam. &iam. bolts diameter di)nits inches lbs mm mm mm mm mm mm mm mm mm

*ariable NP# & Class % h C C+ , ,+ - R n

;atch no + / 6 7 4 8 9 : 5 + /

1 *.=* 5.9655


9/11

Type




;atch no + / 6 7 4 8 9 : 5 + /

43 *.=* 5.9655


10/11

Type




;atch no + / 6 7 4 8 9 : 5 + /

85 *.=* 5.9655


11/11

;lan e(Mate$ial g$ade Standa$d 8ef. :ale SM:S SM9S 1** 2** 3** ** =** D**

+1" +&( 431.3 ,ale +-1 7. 3V. 23.3 21.\ 21.3 2.V 1\.! 17.

+11 )l. 7 +&( 431.3 ,ale +-1 7. 3V. 23.3 21.\ 21.3 2.V 1\.! 17.

+11 )l.V +&( 431.3 ,ale +-1 V. 3. 2. 1.3 17.7 17.2 1V.2 1!.

+12 ;1 +&( 431.3 ,ale +-1 7. !. 23.3 23.3 23.3 22." 21.7 2.\

+12 ;1 +&( 431.3 ,ale +-1 . 3. 2.

+12 ;11 )l. 1 +&( 431.3 ,ale +-1 V. 3. 2. 1.7 1. 17." 17.2 1V.7

+12 ;11 )l. 2 +&( 431.3 ,ale +-1 7. !. 23.3 23.3 23.3 22." 21.7 2.\

+12 ;12 )l. 1 +&( 431.3 ,ale +-1 V. 3. 2. 1.7 1. 17." 17.2 1V.7

+12 ;12 )l. 2 +&( 431.3 ,ale +-1 7. !. 23.3 23.3 23.3 22." 21.7 2.\

+12 ;2 +&( 431.3 ,ale +-1 7. !. 23.3 23.3 23.3 22." 21.7 2.\

+12 ;21 +&( 431.3 ,ale +-1 7". !". 2". 2". 2!." 2!.1 23.\ 23.

+12 ;22 )l. 1 +&( 431.3 ,ale +-1 V. 3. 2. 1." 1. 17.\ 17.\ 17.\+12 ;22 )l. 3 +&( 431.3 ,ale +-1 7". !". 2". 2". 2!." 2!.1 23.\ 23.

+12 ;3! +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 1.7 17." 1V.!

+12 ;3!@ +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 1.7 17." 1V.!

+12 ;3! +&( 431.3 ,ale +-1 7. 2". 1V.7 1V.7 1V.7 1". 1!. 1!.

+12 ;31 +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 2. 2. 1\.2

+12 ;31 +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 2. 2. 1\.2

+12 ;31V +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 1\.3 17.\ 17.

+12 ;31V +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 1\.3 17.\ 17.

+12 ;31V +&( 431.3 ,ale +-1 7. 2". 1V.7 1V.7 1"." 1!.! 13." 13.2

+12 ;317 +&( 431.3 ,ale +-1 7. 2". 1V.7 1V.7 1V. 1".V 1!. 1!.

+12 ;321 +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 2. 1\.3 1.3

+12 ;321 +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 2. 1\.3 1.3

+12 ;321@ +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 2. 1\.3 1.3

+12 ;3!7 +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 2. 1\.\ 1\.3

+12 ;3!7 +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 2. 1\.\ 1\.3+12 ;3!7@ +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 2. 1\.\ 1\.3

+12 ;3! +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 2. 1\.\ 1\.3

+12 ;3! +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 2. 1\.\ 1\.3

+12 ;3!@ +&( 431.3 ,ale +-1 7". 3. 2. 2. 2. 2. 1\.\ 1\.3

+12 ;" +&( 431.3 ,ale +-1 7. !. 23.3 23.3 22.V 22.! 22.! 22.

+12 ;"a +&( 431.3 ,ale +-1 \. V". 3. 2\.\ 2\.1 2.\ 2.7 2.3

+12 ;Va )l. 1 +&( 431.3 ,ale +-1 7. !. 23.3 23.3 22.V 22.! 22. 21."

+12 ;Va )l. 2 +&( 431.3 ,ale +-1 ". "". 2.3 2.3 27. 27.2 2V. 2V.1

+12 ;Va )l. 3 +&( 431.3 ,ale +-1 11. ". 3V.V

+12 ;Va )l.! +&( 431.3 ,ale +-1 13. 11. !3.3

+12 ;V +&( 431.3 ,ale +-1 11. \. 3V.V

+12 ;\ +&( 431.3 ,ale +-1 ". "". 2.3 2.3 27." 27.2 27.1 2V.

+12 ;\1 +&( 431.3 ,ale +-1 ". V. 2.3 2.3 2.3 2.2 2.1 27.7

+12 &327V +&( 431.3 ,ale +-1 1\. . 3V.3 3".\ 3!.! 3!. 3!. 3!.

+21V X)+ +&( 431.3 ,ale +-1 V. 3. 2. 1.3 17.7 17.2 1V.2 1!.

+21V X)4 +&( 431.3 ,ale +-1 7. 3V. 23.3 21.\ 21.3 2.V 1\.! 17.

+21V X)) +&( 431.3 ,ale +-1 7. !. 23.3 23.3 23.3 22.\ 21.V 1\.7

+217 )12 +&( 431.3 ,ale +-1 \. V. 3. 2\.\ 2\.1 2.\ 2.7 2.3

+217 )" +&( 431.3 ,ale +-1 \. V. 3. 2\.\ 2\.1 2.\ 2.7 2.3

+217 X)1 +&( 431.3 ,ale +-1 V". 3". 21.7 21." 2." 1\.7 1.\ 1.3

+217 X)! +&( 431.3 ,ale +-1 7. !. 23.3 23.3 23.3 22." 21.7 2.\

+217 X)" +&( 431.3 ,ale +-1 7. !. 23.3 23.3 23.3 22." 21.7 2.\

+217 X)V +&( 431.3 ,ale +-1 7. !. 23.3 23.3 23.3 22." 21.7 2.\

+217 X)\ +&( 431.3 ,ale +-1 7. !. 23.3 23.3 23.1 22." 22.! 22.!

+23! X1 +&( 431.3 ,ale +-1 "". 3. 1.3 1.3 17." 1V.\ 1V.3 1".7

+23! X4 +&( 431.3 ,ale +-1 V. 3". 2. 2. 2. 2. 1.\ 17.3

+23! X) +&( 431.3 ,ale +-1 7. !. 23.3 23.3 23.3 22.\ 21.V 1\.7

+3" ;-1 +&( 431.3 ,ale +-1 V. 3. 2. 1.3 17.7 17.2 1V.2 1!.

+3" ;-2 +&( 431.3 ,ale +-1 7. 3V. 23.3 21.\ 21.3 2.V 1\.! 17.+3" ;3 +&( 431.3 ,ale +-1 7. 37." 23.3

+3"2 )1 +&( 431.3 ,ale +-1 V". 3". 21.7 21." 2." 1\.7 1.\ 1.3

+3"2 )2 +&( 431.3 ,ale +-1 7. !. 23.3 17." 17." 17." 17." 17."

+3"2 )3 +&( 431.3 ,ale +-1 7. !. 23.3 17." 17." 17." 17." 17."

+3"2 )4 +&( 431.3 ,ale +-1 V". 3". 21.7 21.3 2.7 2. 1.\ 17.3

+!2 X V +&( 431.3 ,ale +-1 V. 3". 2. 2. 2. 2. 1.\ 17.3

52055795 flangecalculationasmeviii version5 (1)

Documents