wn_ring flange calculation

3
Design pressure 0.69 Design temperature 100.00 Flange material A-182 F304 Design temp., Sfo 137.00 Design temp., Sb 293.80 Bolting material A-193 B8 Cl 1Atm. Temp., Sfa 137.90 Atm. Temp., Sa 357.30 Corrosion allowance 0.00 No. of bolts 8.00 Bolt Nom. Size 19.05 3/4" 10 UNC 2A Bolt root dia. (a) 15.75  A= 279.40 B= 154.20 C= 241.30 R= 24.6 Tentative thickness (t) 25.40 h= 63.50 go 7.10 g1= 18.95 Gasket Facing N 13.50 W m2 =bπGy 2.78E+05 b 6.55 H p =2bπGmP 1.68E+04 G 196.10 H=G πP/4 2.10E+04 A b 1.56E+03 y 68.97 W m1 =H p +H 3.78E+04 W= 4.18E+05 BOLT STRESS = 267.89 m 3.00 H D =πB 2 P/4 1.30E+04 h D =R+0.5g1 34.08 M D =H D h D 4.42E+05 H G =W m1 -H 1.68E+04 h G =0.5(C-G) 22.6 M G =H G h G 3.80E+05 H T =H-H D 8.00E+03 h T =0.5(R+g1+h G ) 33.08 MT=H T h T 2.65E+05 Mo 1.09E+06 H G =W 4.18E+05 h G =0.5(C-G) 22.6 M'o 9.44E+06 K=A/B 1.812 h/ho 1.92 T 1.58F (GRAPH APP. XI) 0.62 Z 1.88 V (GRAPH APP. XI) 0.07 Y 3.44 f (GRAPH APP. XI) 1.00 U 3.78 e=F/ho 0.02 g1/go 2.67 d=(U/V)hogo 2 9.00E+04 ho = (Bgo) 33.09 t 25.40 a = te+1 1.48 b = 4/3 te + 1 1.63 g = a/T 0.93 d = t 3 /d 0.18 l = g + d 1.12 Bolt spacing 94.76 56.90 1.29 mo = Mo/B 9.09E+03 m G  = M’o/B 7.90E+04 1.5 S fo 205.5 22.66 1.5 S fa 206.85 196.96  S fo 137.00 20.62  S fa 137.90 179.20  S fo 137.00 9.73  S fa 137.90 84.53  S fo 137.00 21.64  S fa 137.90 188.08 0.5(S H  + S R  ) 21.64 0.5(S H  + S R  ) 188.08 0.5(S H  + S T  ) 16.19 0.5(S H  + S T  ) 140.75 Seating 7 STRESS FORMULA FACTORS Allowable Stress Operating Allowable Stress KUOSHENG POOL COOLING PIPE. BOLTED JOINT 6" WN 150# RF Bolting  A m =greater of W m2 /S a or W m1 /S b 3 GA SKET PARAME T ERS 4 LOAD AND BOLT CALCULA TI ON S Seating 6 K AND HUB FACTORS Load x Lever Arm = Moment 7.79E+02 1 DESIGN CONDITIONS Operating FLANGE DIMENSIONS 5 MOMENT CALCU LATIONS 2 GASKET AND FACING DETAILS FLEXITALLIC CG 6" 150#, 4.5 mm Allowable Stresses Flange t a  spacing bolt by m and m multiply t a exceeds  spacing bolt  If  G 2 , 2 0 2 1 / .  g  fmo S al  Longitudi n  Hub  H  l  2 / . t mo S  Rad ial  Flange  R  l  b   R T  ZS t moY S Tangential  Flange 2 / . ) ( 5 . 0 ) ( 5 . 0 T  H  R  H S S or S S of  Greater  2 1 / .  g   fm S al  Longitudi n  Hub G  H  l  2 / . t m S  Radi al  Flange G  R  l  b   R G T  ZS t Y m S Tangential  Flange 2 / . ) ( 5 . 0 ) ( 5 . 0 T  H  R  H S S or S S of  Greater 

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Page 1: Wn_ring Flange Calculation

8/13/2019 Wn_ring Flange Calculation

http://slidepdf.com/reader/full/wnring-flange-calculation 1/3

Design pressure 0.69

Design temperature 100.00

Flange material A-182 F304 Design temp., Sfo 137.00 Design temp., Sb 293.80

Bolting material A-193 B8 Cl 1 Atm. Temp., Sfa 137.90 Atm. Temp., Sa 357.30

Corrosion allowance 0.00 No. of bolts 8.00Bolt Nom. Size 19.05 3/4" 10 UNCBolt root dia. (a) 15.75

 A= 279.40 B= 154.20 C= 241.30 R=

Tentative thickness (t) 25.40 h= 63.50 go 7.10 g1=

Gasket Facing

N 13.50 Wm2=bπGy 2.78E+05

b 6.55 Hp=2bπGmP 1.68E+04

G 196.10 H=G  πP/4 2.10E+04 Ab 1.56E+03

y 68.97 Wm1=Hp+H 3.78E+04 W= 4.18E+05 BOLT STRESS =

m 3.00

HD=πB2P/4 1.30E+04 hD=R+0.5g1 34.08 MD=HDhD 4.42E+05

HG=Wm1-H 1.68E+04 hG=0.5(C-G) 22.6 MG=HGhG 3.80E+05

HT=H-HD 8.00E+03 hT=0.5(R+g1+hG) 33.08 MT=HThT 2.65E+05

Mo 1.09E+06

HG=W 4.18E+05 hG=0.5(C-G) 22.6 M'o 9.44E+06

K=A/B 1.812 h/ho 1.92

T 1.58 F (GRAPH APP. XI) 0.62

Z 1.88 V (GRAPH APP. XI) 0.07

Y 3.44 f (GRAPH APP. XI) 1.00

U 3.78 e=F/ho 0.02

g1/go 2.67 d=(U/V)hogo

2

9.00E+04ho = (Bgo) 33.09

t 25.40

a = te+1 1.48

b = 4/3 te + 1 1.63

g = a/T 0.93

d = t3/d 0.18

l = g + d 1.12

Bolt spacing 94.76 56.90

1.29mo = Mo/B 9.09E+03

mG = M’o/B 7.90E+04

1.5 Sfo 205.5 22.66 1.5 Sfa 206.85

  Sfo 137.00 20.62   Sfa 137.90

  Sfo 137.00 9.73   Sfa 137.90

  Sfo 137.00 21.64   Sfa 137.90

0.5(S H  + S R  ) 21.64 0.5(S H  + S R  )

0 5(S H + S T ) 16 19 0 5(S H + S T )

S

7 STRESS FORMULA FACTORS

Allowable Stress Operating Allowable Stress

KUOSHENG POOL COOLING PIPE. BOLTED JOINT 6" WN 150# RF 

Bolting

 Am=greater of Wm2/Sa

or Wm1/Sb

3 GASKET PARAMETERS 4 LOAD AND BOLT CALCULATIONS

Seating

6 K AND HUB FACTORS

Load x Lever Arm = Moment

7.79E+02

1  DESIGN CONDITIONS

Operating

FLANGE DIMENSIONS

5 MOMENT CALCULATIONS

2 GASKET AND FACING DETAILSFLEXITALLIC CG 6" 150#, 4.5 mm

Allowable StressesFlange

t a

 spacing bolt 

bymand mmultiplyt aexceeds spacing bolt  If  G

2

,20

2

1/

.

 g  fmoS 

al  Longitudin Hub

 H    l 

2/

.

t moS 

 Radial  Flange

 R  l  b 

 RT    ZS t moY S 

Tangential  Flange

2

/

.

)(5.0

)(5.0

T  H 

 R H 

S S or 

S S of  Greater 

1/

.

 g   fmS 

 Longitudin Hub

G H   l 

2/

.

t mS 

 Radial  Flange

G R  l  b 

GT   ZSt Y mS 

Tangential Flange

2/

.

(5.0

(5.0

Sor 

Sof  Greater 

Page 2: Wn_ring Flange Calculation

8/13/2019 Wn_ring Flange Calculation

http://slidepdf.com/reader/full/wnring-flange-calculation 2/3

Presión (bar) 6.87 Temperatura (ºC) 20

K (MPa) 235 S 1.5 K20 (MPa) 235

k0

k0 K

D534 k

135.6

da (mm) 995 dt (mm) 910 di  (mm) 759

dD  (mm) 826.5 dL  (mm) 33 s1  (mm) 6

a (mm) 72.5 v (B8 Fig. 3) 0.5 d'L  (mm) 16.5

Z (mm ) 27540 bD (mm) (B7, Tbl. 1) 47.5

FRB (N) 310835.18 FFB (N) 57745.30 FDB (N) 76204.52

FDV (N) 1386545.06 W (mm ) 270966.31 hF  (mm) 43.82

GEOMETRIA DE LA BRIDA

CALCULO DE FRB, FFB, FDB, FSB, FDV  (B7)

BRIDA PLANA (Fig. 6 de AD-B8)CONDICIONES DE DISEÑO

MATERIAL DE LA BRIDA = St 37-2

CARACTERÍSTICAS DE LA JUNTA

Page 3: Wn_ring Flange Calculation

8/13/2019 Wn_ring Flange Calculation

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S' 1.1

SD

1.2

d2 (mm) 776

ad  (mm) 41.75

b (mm) 186

FSB (N) 444785.00