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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$nal +xial ;orce >strain?
(oads (oment
(oment
(oment
=rientation of flane x9B9or 2."2 for metric? K >?."for
U 1/!T
D C mean as*et diameter for S 1/!T
D C Das*et = - 2K for U 1/!T
C t
n- ca C
1C >A-4?/2 C
4 >)orroded 8? C =pipe
- 2 K C
eF C 1V K (res
/ >W K D3? L ! K ;axial / >W K D2?
dC L
eF
@pC 2 K K W K D K m K dC
@ C W / ! K D2K dC
Xm1C @pL@ C
Xm2C W K K D K B C+mC reater of Xm1/&or Xm2/&aC
+olts
C
X C ." K > +m L +olts
? K &a C
C > ! K +m
/ > nolt
K W ? ?."
@C W / ! K 42 K
dC h
C L ." K
1C (C @K hC
@D C @pC hDC ." K > ) - D? C (DC @DK hDC
@,C @ - @
C h,C ." K > L
1Lh
D? C (
,C @
,K h
,C
( oper
C (
L (DL (
,C
@D
C X C hDC (
atmC
C ) K &8%>W / nolt
?
); C Yolt_spacin / >2 K dolt
L V K t / > m L ."??Z." >or minim6m 1.?
h C >4 K o?9"
h / h C! / 3 K e K tL1
1/
C t3 / d
m C); K ( oper/ 4
C ; / ho mD C);K( atm/ 4
C / K hK
2
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file spec.: 'file:///var/www/apps/conversion/tmp/scratch_3/227723113.xls'#$sheet1 -- printed 21!.".11/1:1"
Flange Calculation sheetoc %o &heet
Bolted flange connections to ASME VIII, div. 2 Aendi! 2
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?
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file spec.: 'file:///var/www/apps/convers ion/tmp/scratch_3/227723113.xls'#$f lanedrawin -- printed 21!.".11/1:1"
Flange Calculation sheetoc %o &heet
Bolted flange connections to ASME VIII, div. 2 Aendi! 2 ev. ate (ade )hec*
)lient ,a %o
roect
0o %o.
ocation + 1!.".11 (
Basic Flange "ata
)))
Studolts C/ 2 nuts
))) )))
)VA(-E+
)VA(-E+
)VA(-E+
)VA(-E+
))
))) Flange Si?e 12.* @@
%$essu$e 8ating 2=** )
))) Facing 8F
)))
E (oens edersen - all
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/+ppr.
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file spec.: 'file:///var/www/apps/convers ion/tmp/scratch_3/227723113.xls'#$mater ialsheet -- printed 21!.".11/1:1"
Flange Calculation sheetoc %o &heet
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"
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Type
Nominal Piping Pressure Flange Face Flange do. excl. Flange do. excl. Hub Root Face No of Bolt Circle Bo
Pipe #i$e %& Rating %& Height thickn. Face height height Face height diam. &iam. bolts diameter di)nits inches lbs mm mm mm mm mm mm mm mm mm
*ariable NP# & Class % h C C+ , ,+ - R n
;atch no + / 6 7 4 8 9 : 5 + /
1 *.=* 5.9655
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Type
Nominal Piping Pressure Flange Face Flange do. excl. Flange do. excl. Hub Root Face No of Bolt Circle Bo
Pipe #i$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 + /
43 *.=* 5.9655
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Type
Nominal Piping Pressure Flange Face Flange do. excl. Flange do. excl. Hub Root Face No of Bolt Circle Bo
Pipe #i$e %& Rating %& Height thickn. Face height height Face height diam. &iam. bolts diameter di)nits inches lbs mm mm mm mm mm mm mm mm mm
*ariable NP# & Class % h C C+ , ,+ - R n
;atch no + / 6 7 4 8 9 : 5 + /
85 *.=* 5.9655
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;lan e(Mate$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