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BRIDAS LANZADOR Flange description:

600# A-F694, F52

ANSI B16.5 flange rating at 70 °F :

1480.0 psig (104.05 Kg/cm2)

ANSI B16.5 flange rating at 125.6 °F :

1446.7 psig (101.71 Kg/cm2)

BARRIL ENTRADA DE DIABLOS ( N1 ) Nominal Diameter: Material specification: Design Pressure: Design Temperature. Corrosion Allowance: Tolerancia de fabricacion Minimum Yield Strength: Longitudinal Joint Factor: Temperature Derating Factor: Design Factor: Nominal Outside Diameter: Minumum Wall Thickness:

12" API 5L X52 ERW P= corr = tfab= S= E= T= F=

1367.15 70 0.125 12.5% 52000 1.0 1.0 0.6

psi °F in

96.12018 21.11 3.175

psi ERW

( App. D)

D= tm =

12.75 0.5

in in

323.85 12.7

Kg/cm2 °C mm

mm mm

Required Thickness, tr ( Para. 841.11) tr = (P*D) / ( 2* S*F*E*T) + corr

tr = (1364.15*12.75) / ( 2*52000*0.6*1*1) + 0.125 tr = 0.40435

in

10.270377 mm

Maximum Design Pressure, P (Para. 841.11) P = 2*S*t*F*E*T/D

P = ( 2*52000*0.258*0.6* 1* 1 ) / 12.75 P = 1529.41

Psi

107.5282

* VER NOTA Kg/cm2

Hoop Stress, SH SH = P*D/ (2*t)

SH = 1367.15*12.75/( 2*0.258) SH =

Ratio SH / S

27889.86

Psi

* VER NOTA 1960.8496

Kg/cm2

SH = 27889.86 / 52000 SH =

0.5363

* NOTA: Para calculo Maximum Design Pressure (P) y Hoop Stress (SH), se considera espesor (t) como: t = tm-corr, para determinar el caso mas critico de espesor de pared. (NRF-030-PEMEX-2009 párrafos 8.1.6.3/8.1.6.3.2/8.1.6.3.3). Para tubería tipo API no aplica la tolerancia de fabricación (Siendo que el espesor es mínimo), esta tolerancia solo se considera en la tubería especificada por cedulas (espesor nominal)

BARRIL SALIDA DE DIABLOS (N2) Nominal Diameter: Material specification:

8" API 5L X52 ERW

Design Pressure: Design Temperature. Corrosion Allowance: Tolerancia de fabricacion Minimum Yield Strength: Longitudinal Joint Factor: Temperature Derating Factor: Design Factor: Nominal Outside Diameter: Minumum Wall Thickness:

P= corr = tfab= S= E= T= F=

1367.15 70 0.125 12.5% 52000 1.0 1.0 0.6

psi °F in

96.12018 21.11 3.175

psi ERW

( App. D)

D= tm =

8.625 0.375

in in

219.075 9.525

Kg/cm2 °C mm

mm mm

Required Thickness, tr ( Para. 841.11)

tr = (1364.15*8.625) / ( 2*52000*0.6*1*1) + 0.125

tr = (P*D) / ( 2* S*F*E*T) + corr

tr = 0.3140

in

7.9748139 mm

Maximum Design Pressure, P (Para. 841.11) P = 2*S*t*F*E*T/D

P = ( 2*52000*0.203*0.6* 1* 1 ) / 8.625 P = 1469.57

Psi

103.32057

* VER NOTA Kg/cm2

Hoop Stress, SH SH = P*D/ (2*t)

SH = 1367.15*8.625/( 2*0.219) SH =

Ratio SH / S

29025.65

Psi

* VER NOTA 2040.7032

Kg/cm2

SH = 29025.65 / 52000 SH =

0.5582

* NOTA: Para calculo Maximum Design Pressure (P) y Hoop Stress (SH), se considera espesor (t) como: t = tm-corr, para determinar el caso mas critico de espesor de pared. (NRF-030-PEMEX-2009 párrafos 8.1.6.3/8.1.6.3.2/8.1.6.3.3). Para tubería tipo API no aplica la tolerancia de fabricación (Siendo que el espesor es mínimo), esta tolerancia solo se considera en la tubería especificada por cedulas (espesor nominal)

LINEA DE PATEO ( N3 ) Nominal Diameter: Material specification: Design Pressure: Design Temperature. Corrosion Allowance: Tolerancia de fabricacion Minimum Yield Strength: Longitudinal Joint Factor:

6" API 5L X52 ERW P= corr = tfab= S= E=

1367.15 70 0.125 12.5% 52000 1.0

psi °F in

96.12018 21.11 3.175

psi ERW

( App. D)

Kg/cm2 °C mm

Temperature Derating Factor: Design Factor:

T= F=

1.0 0.6

Nominal Outside Diameter: Minumum Wall Thickness:

D= tm =

6.625 0.312

in in

168.275 7.9248

mm mm

0.148

Required Thickness, tr ( Para. 841.11) tr = (11364.15*6.625) / ( 2*52000*0.6*1*1) + 0.125

tr = (P*D) / ( 2* S*F*E*T) + corr

tr = 0.27015

in

6.8618136 mm

Maximum Design Pressure, P (Para. 841.11) P = 2*S*t*F*E*T/D

P = ( 2*52000*0.148*0.6* 1* 1 ) / 6.625 P = 1393.99

Psi

98.007288

* VER NOTA Kg/cm2

Hoop Stress, SH SH = P*D/ (2*t)

SH = 1367.15*6.625/( 2*0.148) SH =

Ratio SH / S

30599.2

Psi

* VER NOTA 2151.3362

Kg/cm2

SH = 30599.2/ 52000 SH =

0.5884

* NOTA: Para calculo Maximum Design Pressure (P) y Hoop Stress (SH), se considera espesor (t) como: t = tm-corr, para determinar el caso mas critico de espesor de pared. (NRF-030-PEMEX-2009 párrafos 8.1.6.3/8.1.6.3.2/8.1.6.3.3). Para tubería tipo API no aplica la tolerancia de fabricación (Siendo que el espesor es mínimo), esta tolerancia solo se considera en la tubería especificada por cedulas (espesor nominal)

MANOMETRO ( N4 )

Located on:

BARRIL ENTRADA DE DIABLO (12") BARRIL SALIDA DE DIABLO (8")

Nominal Diameter: Material specification:

0.75" Sch- 160 A-106-B

Design Pressure: Design Temperature. Corrosion Allowance: Tolerancia de fabricacion Minimum Yield Strength: Longitudinal Joint Factor: Temperature Derating Factor: Design Factor:

P= corr = tfab= S= E= T= F=

1367.15 70 0.125 12.5% 52000 1.0 1.0 0.6

psi °F in

96.12018 21.11 3.175

psi ERW

( App. D)

Kg/cm2 °C mm

Nominal Outside Diameter: Nominal Wall Thickness:

D= tb =

1.050 0.219

in in

168.275 5.5626

mm mm

0.066625

Required Thickness, tr ( Para. 841.11) tr = (1364.15*1.050) / ( 2*35000*0.6*1*1) + 0.125

tr = (P*D) / ( 2* S*F*E*T) + corr

tr = 0.14800

in

3.7593252 mm

Maximum Design Pressure, P (Para. 841.11) P = 2*S*t*F*E*T/D

P = ( 2*35000*0.06663*.06* 1* 1 ) / 1.050 P = 3959.43

Psi

278.37515

* VER NOTA Kg/cm2

Hoop Stress, SH SH = 1367.15*1.050/( 2*0.06663)

SH = P*D/ (2*t)

SH =

Ratio SH / S

10773.04

Psi

* VER NOTA 757.419

Kg/cm2

SH = 10773.04 / 35000 SH =

0.20717

Reinforcement of weld branch connection (Para. 831.41 ) ( 12" ) (8") Ratio of Branch to Header = 0.75/12 = 0.0625 Ratio of Branch to Header = 0.75/8 = 0.09375 Reinforcement calculation is not required by (Para. 831.42 (d)) * NOTA: Para calculo Maximum Design Pressure (P) y Hoop Stress (SH), se considera espesor (t) como: t = tb-corr, tb = espesor de cedula tfab, para determinar el caso mas critico de espesor de pared. (NRF-030-PEMEX-2009 párrafos 8.1.6.3/8.1.6.3.2/8.1.6.3.3). Para tubería tipo API no aplica la tolerancia de fabricación (Siendo que el espesor es mínimo), esta tolerancia solo se considera en la tubería especificada por cedulas (espesor nominal)

VENTEO ( N5 )

Located on

BARRIL ENTRADA DE DIABLO (12")

Nominal Diameter: Material specification:

1.0" Sch- 160 A-106-B

Design Pressure: Design Temperature. Corrosion Allowance: Tolerancia de fabricacion Minimum Yield Strength: Longitudinal Joint Factor: Temperature Derating Factor: Design Factor: Nominal Outside Diameter: Nominal Wall Thickness:

P= corr = tfab= S= E= T= F= D= tb =

1367.15 70 0.125 12.5% 52000 1.0 1.0 0.6

psi °F in

96.12018 21.11 3.175

psi ERW

( App. D)

1.315 0.250

in in

168.275 6.35

Kg/cm2 °C mm

mm mm

Required Thickness, tr ( Para. 841.11) tr = (P*D) / ( 2* S*F*E*T) +corr

tr = (1364.15*1.315) / ( 2*35000*0.6*1*1) + 0.125

0.09375

tr = 0.15381

in

3.9067977 mm

Maximum Design Pressure, P (Para. 841.11) P = 2*S*t*F*E*T/D

P = ( 2*35000*0.09375*0.6* 1* 1 ) / 1.315 P = 4448.67

Psi

* VER NOTA

312.77214

Kg/cm2

Hoop Stress, SH SH = 1367.15*1.315/( 2*0.09375)

SH = P*D/ (2*t)

Ratio SH / S = 8229.4/35000

SH =

9588.28

SH =

0.1844

Psi

* VER NOTA 674.12215

Kg/cm2

Reinforcement of weld branch connection (Para. 831.41 ) ( 12" ) Ratio of Branch to Header = 1.0 / 12 = 0.0833 Reinforcement calculation is not required by (Para. 831.42 (d))

* NOTA: Para calculo Maximum Design Pressure (P) y Hoop Stress (SH), se considera espesor (t) como: t = tb-corr, tb = espesor de cedula tfab, para determinar el caso mas critico de espesor de pared. (NRF-030-PEMEX-2009 párrafos 8.1.6.3/8.1.6.3.2/8.1.6.3.3). Para tubería tipo API no aplica la tolerancia de fabricación (Siendo que el espesor es mínimo), esta tolerancia solo se considera en la tubería especificada por cedulas (espesor nominal)

DRENAJE ( N6 ) Located on:

BARRIL ENTRADA DE DIABLO (12")

Nominal Diameter: Material specification:

4" Sch 80 A-106-B

Design Pressure: Design Temperature. Corrosion Allowance: Tolerancia de fabricacion Minimum Yield Strength: Longitudinal Joint Factor: Temperature Derating Factor: Design Factor: Nominal Outside Diameter: Nominal Wall Thickness:

P= corr = tfab= S= E= T= F= D= tb =

1367.15 70 0.125 12.5% 52000 1.0 1.0 0.6

psi °F in

96.12018 21.11 3.175

psi ERW

( App. D)

4.50 0.337

in in

168.275 8.5598

Kg/cm2 °C mm

mm mm

Required Thickness, tr ( Para. 841.11) tr = (P*D) / ( 2* S*F*E*T) + corr

tr = (1364.15*4.5) / ( 2*35000*0.6*1*1) + 0.125 tr = 0.22359

in

5.6792507 mm

Maximum Design Pressure, P (Para. 841.11) P = 2*S*t*F*E*T/D

P = ( 2*35000*0.169875*0.6* 1* 1 ) / 4.50 P = 2355.60

Psi

165.61493

* VER NOTA Kg/cm2

Hoop Stress, SH SH = 1367.15*4.50/( 2*0.169875)

SH = P*D/ (2*t)

SH =

Ratio SH / S

18107.9

Psi

* VER NOTA 1273.1136

Kg/cm2

SH = 15541.7 / 35000 SH =

0.348

* NOTA: Para calculo Maximum Design Pressure (P) y Hoop Stress (SH), se considera espesor (t) como: t = tb-corr, tb = espesor de cedula tfab, para determinar el caso mas critico de espesor de pared. (NRF-030-PEMEX-2009 párrafos 8.1.6.3/8.1.6.3.2/8.1.6.3.3). Para tubería tipo API no aplica la tolerancia de fabricación (Siendo que el espesor es mínimo), esta tolerancia solo se considera en la tubería especificada por cedulas (espesor nominal)

DETECTOR DE DIABLOS (N7 ) INYECCION DE INHIBIDOR DE CORROSION ( N8 ) Located on

BARRIL SALIDA DE DIABLO ( 8" )

Nominal Diameter: Material specification:

2.0" Sch- 160 A-106-B

Design Pressure: Design Temperature. Corrosion Allowance: Tolerancia de fabricacion Minimum Yield Strength: Longitudinal Joint Factor: Temperature Derating Factor: Design Factor: Nominal Outside Diameter: Nominal Wall Thickness:

P= corr = tfab= S= E= T= F= D= tb =

1367.15 70 0.125 12.5% 52000 1.0 1.0 0.6

psi °F in

96.12018 21.11 3.175

psi ERW

( App. D)

2.375 0.344

in in

168.275 8.7376

Kg/cm2 °C mm

mm mm

Required Thickness, tr ( Para. 841.11) tr = (P*D) / ( 2* S*F*E*T) + corr

tr = (1364.15*2.375) / ( 2*35000*0.6*1*1) + 0.125 tr = 0.1770

in

4.4966879 mm

Maximum Design Pressure, P (Para. 841.11) P = 2*S*t*F*E*T/D

P = ( 2*35000*0.176*0.6* 1* 1 ) / 2.375 P = 4624.17

Psi

325.11095

* VER NOTA Kg/cm2

Hoop Stress, SH SH = P*D/ (2*t)

SH = 1367.15*2.375/( 2*0.176) SH =

9224.38

Psi

* VER NOTA 648.53746

Kg/cm2

Ratio SH / S = 7917.12/35000

SH =

0.1774

Reinforcement of weld branch connection (Para. 831.41 ) ( 8" ) Ratio of Branch to Header = 2 / 8 = 0.25 Reinforcement calculation is not required by (Para. 831.42 (d)) * NOTA: Para calculo Maximum Design Pressure (P) y Hoop Stress (SH), se considera espesor (t) como: t = tb-corr, tb = espesor de cedula tfab, para determinar el caso mas critico de espesor de pared. (NRF-030-PEMEX-2009 párrafos 8.1.6.3/8.1.6.3.2/8.1.6.3.3). Para tubería tipo API no aplica la tolerancia de fabricación (Siendo que el espesor es mínimo), esta tolerancia solo se considera en la tubería especificada por cedulas (espesor nominal)

TOMA DE GAS PARA EQUIPO DE INYECCION DE INHIBIDOR ( N9 )

Located on

BARRIL DE SALIDA DE DIABLO ( 8" )

Nominal Diameter: Material specification:

0.75" Sch- 160 A-106-B

Design Pressure: Design Temperature. Corrosion Allowance: Tolerancia de fabricacion Minimum Yield Strength: Longitudinal Joint Factor: Temperature Derating Factor: Design Factor: Nominal Outside Diameter: Nominal Wall Thickness:

P= corr = tfab= S= E= T= F= D= tb =

1367.15 70 0.125 12.5% 52000 1.0 1.0 0.6

psi °F in

96.12018 21.11 3.175

psi ERW

( App. D)

1.050 0.219

in in

168.275 5.5626

Kg/cm2 °C mm

mm mm

0.066625

Required Thickness, tr ( Para. 841.11) tr = (P*D) / ( 2* S*F*E*T) + corr

tr = (1364.15*1.050) / ( 2*35000*0.6*1*1) + 0.125 tr = 0.14800

in

3.7593252 mm

Maximum Design Pressure, P (Para. 841.11) P = 2*S*t*F*E*T/D

P = ( 2*35000*0.06663*.06* 1* 1 ) / 1.050 P = 3959.43

Psi

278.37515

* VER NOTA Kg/cm2

Hoop Stress, SH SH = P*D/ (2*t)

SH = 1367.15*1.050/( 2*0.06663) SH =

Ratio SH / S

10773.04

Psi

SH = 10773.04 / 35000 SH =

0.20717

* VER NOTA 757.419

Kg/cm2

Reinforcement of weld branch connection (Para. 831.41 ) ( 12" ) (8") Ratio of Branch to Header = 0.75/12 = 0.0625 Ratio of Branch to Header = 0.75/8 = 0.09375 Reinforcement calculation is not required by (Para. 831.42 (d)) * NOTA: Para calculo Maximum Design Pressure (P) y Hoop Stress (SH), se considera espesor (t) como: t = tb-corr, tb = espesor de cedula tfab, para determinar el caso mas critico de espesor de pared. (NRF-030-PEMEX-2009 párrafos 8.1.6.3/8.1.6.3.2/8.1.6.3.3). Para tubería tipo API no aplica la tolerancia de fabricación (Siendo que el espesor es mínimo), esta tolerancia solo se considera en la tubería especificada por cedulas (espesor nominal)