B. ANÁLISIS NUTRICIONAL DEL CONSUMO DE ALIMENTOS
2. SUFICIENCIA NUTRICIONAL DE LA DISPONIBILIDAD ALIMENTARIA
ASME Section VIII Division 1, 2007 Edition Metric
Pad inner diameter = 76.2 mm
Pad thickness = 38.1 mm
Tapped hole diameter = 19.05 mm
Tapped hole depth = 30 mm
Tapped hole bolt circle = 168.15 mm
Raised face height = 1.52 mm
Raised face outer diameter = 127 mm
Inner fillet = 12 mm
tw(lower) = 16 mm
Dp = 209.55 mm
te = 20.58 mm
Note: round inside edges per UG-76(c)
Note: Thread engagement shall comply with the requirements of UG-43(g).
Located on: SHELL COURSE # 03
Liquid static head included: 0 kPa
Nozzle material specification: SA-105 (II-D Metric p. 18, ln. 8) Nozzle longitudinal joint efficiency: 1
Nozzle orientation: 180°
Local vessel minimum thickness: 16 mm
Nozzle center line offset to datum line: 5500 mm
End of nozzle to shell center: 1288.1 mm
Nozzle corrosion allowance: 0.27 mm
Reinforcement Calculations for Internal Pressure The vessel wall thickness governs the MAWP of this nozzle.
UG-37 Area Calculation Summary (cm2) For P = 1724.2 kPa @ 66 °C
The opening is adequately reinforced
UG-45 Nozzle Wall Thickness Summary (mm) The nozzle passes UG-45 A required A available A1 A2 A3 A5 A
welds treq tmin
13.3926 15.7932 0.0032 -- -- 15.79 -- 7.43 66.68
Weld Failure Path Analysis Summary The nozzle is exempt from weld strength
calculations per UW-15(b)(1)
UW-16 Weld Sizing Summary
Weld description Required weld throat size (mm)
Actual weld
throat size (mm) Status
Pad to shell fillet (Leg42) 6 8.4 weld size is adequate
Calculations for internal pressure 1724.2 kPa @ 66 °C Pad is impact test exempt per UG-20(f).
Pad UCS-66 governing thickness: 16 mm
Pad rated MDMT: -29 °C
Limits of reinforcement per UG-40
Parallel to the vessel wall: d = 76.74 mm
Normal to the vessel wall outside: 2.5*(tn - Cn) + te = 20.58 mm Required thickness tr from UG-37(a)
tr = P*R/(S*E - 0.6*P)
= 1,724.197*1,250.26/(138,000*1 - 0.6*1,724.197)
= 15.74 mm
Area required per UG-37(c)
Allowable stresses: Sn = 138, Sv = 138, Sp = 138 MPa fr1 = lesser of 1 or Sn/Sv = 1
fr2 = lesser of 1 or Sn/Sv = 1 fr4 = lesser of 1 or Sp/Sv = 1
A = d*tr*F + 2*tn*tr*F*(1 - fr1) + Tapped hole area loss = 76.74*15.74*1 + 2*66.41*15.74*1*(1 - 1) + 1.3146 = 13.3926 cm2
Area available from FIG. UG-37.1 A1 = larger of the following= 0.0032 cm2
= d*(E1*t - F*tr) - 2*tn*(E1*t - F*tr)*(1 - fr1) = 76.74*(1*15.74 - 1*15.74) - 2*66.41*(1*15.74 - 1*15.74)*(1 - 1) = 0.0013 cm2 = 2*(t + tn)*(E1*t - F*tr) - 2*tn*(E1*t - F*tr)*(1 - fr1) = 2*(15.74 + 66.41)*(1*15.74 - 1*15.74) - 2*66.41*(1*15.74 - 1*15.74)*(1 - 1) = 0.0032 cm2
Area A2 is not included in these calculations. A42 = Leg2*f
r4
= 02*1
= 0 cm2
(Part of the weld is outside of the limits) A5 = (Dp - Pad ID)*te*fr4 = (153.48 - 76.74)*20.58*1 = 15.79 cm2 Area = A1 + A42 + A5 = 0.0032 + 0 + 15.79 = 15.7932 cm2
As Area >= A the reinforcement is adequate.
UW-16(c) Weld Check
Fillet weld: tmin = lesser of 19 mm or te or t = 15.74 mm tc(min) = lesser of 6 mm or 0.7*tmin = 6 mm
tc(actual) = 0.7*Leg = 0.7*12 = 8.4 mm The fillet weld size is satisfactory.
Weld strength calculations are not required for this detail which conforms to Fig. UW-16.1, sketch (c-e). UG-45 Nozzle Neck Thickness Check
Wall thickness per UG-45(a): tr1 = 0.75 mm (E =1) Wall thickness per UG-45(b)(1): tr2 = 16 mm
Wall thickness per UG-16(b): tr3 = 1.77 mm Standard wall pipe per UG-45(b)(4): tr4 = 7.43 mm The greater of tr2 or tr3: tr5 = 16 mm
Required per UG-45 is the larger of tr1 or tr6 = 7.43 mm Available nozzle wall thickness new, tn = 66.68 mm The nozzle neck thickness is adequate.
Reinforcement Calculations for MAP
The vessel wall thickness governs the MAP of this nozzle.
UG-37 Area Calculation Summary (cm2) For P = 1752.92 kPa @ 21.11 °C
The opening is adequately reinforced
UG-45 Nozzle Wall Thickness Summary (mm) The nozzle passes UG-45 A required A available A1 A2 A3 A5 A
welds treq tmin
13.1824 15.6796 0.0006 -- -- 15.6789 -- 7.16 66.68
Weld Failure Path Analysis Summary The nozzle is exempt from weld strength
calculations per UW-15(b)(1)
UW-16 Weld Sizing Summary
Weld description Required weld throat size (mm)
Actual weld
throat size (mm) Status
Pad to shell fillet (Leg42) 6 8.4 weld size is adequate
Calculations for internal pressure 1752.92 kPa @ 21.11 °C
Limits of reinforcement per UG-40
Parallel to the vessel wall: d = 76.2 mm
Normal to the vessel wall outside: 2.5*(tn - Cn) + te = 20.58 mm Required thickness tr from UG-37(a)
tr = P*R/(S*E - 0.6*P)
= 1,752.918*1,250/(138,000*1 - 0.6*1,752.918)
= 16 mm
Area required per UG-37(c)
Allowable stresses: Sn = 138, Sv = 138, Sp = 138 MPa fr1 = lesser of 1 or Sn/Sv = 1
fr4 = lesser of 1 or Sp/Sv = 1
A = d*tr*F + 2*tn*tr*F*(1 - fr1) + Tapped hole area loss = 76.2*16*1 + 2*66.68*16*1*(1 - 1) + 0.9906 = 13.1824 cm2
Area available from FIG. UG-37.1 A1 = larger of the following= 0.0006 cm2
= d*(E1*t - F*tr) - 2*tn*(E1*t - F*tr)*(1 - fr1) = 76.2*(1*16 - 1*16) - 2*66.68*(1*16 - 1*16)*(1 - 1) = 0 cm2 = 2*(t + tn)*(E1*t - F*tr) - 2*tn*(E1*t - F*tr)*(1 - fr1) = 2*(16 + 66.68)*(1*16 - 1*16) - 2*66.68*(1*16 - 1*16)*(1 - 1) = 0.0006 cm2
Area A2 is not included in these calculations. A42 = Leg2*f
r4
= 02*1
= 0 cm2
(Part of the weld is outside of the limits) A5 = (Dp - Pad ID)*te*fr4 = (152.4 - 76.2)*20.58*1 = 15.6789 cm2 Area = A1 + A42 + A5 = 0.0006 + 0 + 15.6789 = 15.6796 cm2
As Area >= A the reinforcement is adequate.
UW-16(c) Weld Check
Fillet weld: tmin = lesser of 19 mm or te or t = 16 mm tc(min) = lesser of 6 mm or 0.7*tmin = 6 mm
tc(actual) = 0.7*Leg = 0.7*12 = 8.4 mm The fillet weld size is satisfactory.
Weld strength calculations are not required for this detail which conforms to Fig. UW-16.1, sketch (c-e). UG-45 Nozzle Neck Thickness Check
Wall thickness per UG-45(a): tr1 = 0.49 mm (E =1) Wall thickness per UG-45(b)(1): tr2 = 16 mm
Wall thickness per UG-16(b): tr3 = 1.5 mm Standard wall pipe per UG-45(b)(4): tr4 = 7.16 mm
The greater of tr2 or tr3: tr5 = 16 mm The lesser of tr4 or tr5: tr6 = 7.16 mm Required per UG-45 is the larger of tr1 or tr6 = 7.16 mm Available nozzle wall thickness new, tn = 66.68 mm The nozzle neck thickness is adequate.
MANHOLE (M1)
ASME Section VIII Division 1, 2007 Edition Metric
Pad inner diameter = 457.2 mm
Pad thickness = 63.5 mm
Tapped hole diameter = 31.75 mm
Tapped hole depth = 53.85 mm
Tapped hole bolt circle = 628.65 mm
Raised face height = 1.52 mm
Raised face outer diameter = 533.4 mm
Inner fillet = 12 mm
tw(lower) = 12 mm
Dp = 711.2 mm
te = 49.98 mm
Note: round inside edges per UG-76(c)
Note: Thread engagement shall comply with the requirements of UG-43(g).
Located on: HEMI HEAD #2
Liquid static head included: 0 kPa
Nozzle material specification: SA-105 (II-D Metric p. 18, ln. 8) Nozzle longitudinal joint efficiency: 1
Nozzle description: Studding Outlet 18" Class 300
Nozzle orientation: 0°
Calculated as hillside: no
Local vessel minimum thickness: 12 mm
End of nozzle to datum line: 13266.53 mm
Nozzle corrosion allowance: 0 mm
Projection available outside vessel, Lpr: 51.5 mm
Reinforcement Calculations for Internal Pressure The vessel wall thickness governs the MAWP of this nozzle.
UG-37 Area Calculation Summary (cm2) For P = 2578.65 kPa @ 66 °C
The opening is adequately reinforced
UG-45 Nozzle Wall Thickness Summary (mm) The nozzle passes UG-45 A required A available A1 A2 A3 A5 A
welds treq tmin
74.7745 75.9974 0.0026 -- -- 74.5548 1.44 8.33 127
Weld Failure Path Analysis Summary The nozzle is exempt from weld strength
calculations per UW-15(b)(1)
UW-16 Weld Sizing Summary
Weld description Required weld throat size (mm)
Actual weld
throat size (mm) Status
Pad to shell fillet (Leg42) 6 8.4 weld size is adequate
Calculations for internal pressure 2578.65 kPa @ 66 °C
Pad impact test exemption temperature from Fig UCS-66M Curve B = -23.31 °C Fig UCS-66.1M MDMT reduction = 18.6 °C, (coincident ratio = 0.6682).
Pad UCS-66 governing thickness: 12 mm
Pad rated MDMT: -41.91 °C
Limits of reinforcement per UG-40
Parallel to the vessel wall: d = 457.2 mm
Normal to the vessel wall outside: 2.5*(t - C) = 29.35 mm Required thickness tr from UG-37(a)
tr = P*R/(2*S*E - 0.2*P)
= 2,578.651*1,254.26/(2*138,000*1 - 0.2*2,578.651)
= 11.74 mm
Area required per UG-37(c)
Allowable stresses: Sn = 138, Sv = 138, Sp = 138 MPa fr1 = lesser of 1 or Sn/Sv = 1
fr4 = lesser of 1 or Sp/Sv = 1
A = d*tr*F + 2*tn*tr*F*(1 - fr1) + Tapped hole area loss = 457.2*11.74*1 + 2*127*11.74*1*(1 - 1) + 21.0974 = 74.7745 cm2
Area available from FIG. UG-37.1 A1 = larger of the following= 0.0026 cm2
= d*(E1*t - F*tr) - 2*tn*(E1*t - F*tr)*(1 - fr1) = 457.2*(1*11.74 - 1*11.74) - 2*127*(1*11.74 - 1*11.74)*(1 - 1) = 0.0026 cm2 = 2*(t + tn)*(E1*t - F*tr) - 2*tn*(E1*t - F*tr)*(1 - fr1) = 2*(11.74 + 127)*(1*11.74 - 1*11.74) - 2*127*(1*11.74 - 1*11.74)*(1 - 1) = 0.0013 cm2
Area A2 is not included in these calculations. A42 = Leg2*f r4 = 122*1 = 1.44 cm2 A5 = (Dp - Pad ID)*te*fr4 = (711.2 - 457.2)*29.35*1 = 74.5548 cm2 Area = A1 + A42 + A5 = 0.0026 + 1.44 + 74.5548 = 75.9974 cm2
As Area >= A the reinforcement is adequate.
UW-16(c) Weld Check
Fillet weld: tmin = lesser of 19 mm or te or t = 11.74 mm tc(min) = lesser of 6 mm or 0.7*tmin = 6 mm
tc(actual) = 0.7*Leg = 0.7*12 = 8.4 mm The fillet weld size is satisfactory.
Weld strength calculations are not required for this detail which conforms to Fig. UW-16.1, sketch (c-e). UG-45 Nozzle Neck Thickness Check
Wall thickness per UG-45(a): tr1 = 4.32 mm (E =1) Wall thickness per UG-45(b)(1): tr2 = 12 mm
Wall thickness per UG-16(b): tr3 = 1.5 mm Standard wall pipe per UG-45(b)(4): tr4 = 8.33 mm
The greater of tr2 or tr3: tr5 = 12 mm The lesser of tr4 or tr5: tr6 = 8.33 mm
Required per UG-45 is the larger of tr1 or tr6 = 8.33 mm Available nozzle wall thickness new, tn = 127 mm The nozzle neck thickness is adequate.
Reinforcement Calculations for MAP
The vessel wall thickness governs the MAP of this nozzle.
UG-37 Area Calculation Summary (cm2)
For P = 2636.09 kPa @ 21.11 °C The opening is adequately reinforced
UG-45 Nozzle Wall Thickness Summary (mm) The nozzle passes UG-45 A required A available A1 A2 A3 A5 A
welds treq tmin
76.3726 77.64 -- -- -- 76.2 1.44 8.33 127
Weld Failure Path Analysis Summary The nozzle is exempt from weld strength
calculations per UW-15(b)(1)
UW-16 Weld Sizing Summary
Weld description Required weld throat size (mm)
Actual weld
throat size (mm) Status
Pad to shell fillet (Leg42) 6 8.4 weld size is adequate
Calculations for internal pressure 2636.09 kPa @ 21.11 °C
Limits of reinforcement per UG-40
Parallel to the vessel wall: d = 457.2 mm Normal to the vessel wall outside: 2.5*(t - C) = 30 mm Required thickness tr from UG-37(a)
tr = P*R/(2*S*E - 0.2*P)
= 2,636.094*1,254/(2*138,000*1 - 0.2*2,636.094)
= 12 mm
Area required per UG-37(c)
Allowable stresses: Sn = 138, Sv = 138, Sp = 138 MPa fr1 = lesser of 1 or Sn/Sv = 1
fr4 = lesser of 1 or Sp/Sv = 1
A = d*tr*F + 2*tn*tr*F*(1 - fr1) + Tapped hole area loss = 457.2*12*1 + 2*127*12*1*(1 - 1) + 21.5087 = 76.3726 cm2
Area available from FIG. UG-37.1 A1 = larger of the following= 0 cm2
= d*(E1*t - F*tr) - 2*tn*(E1*t - F*tr)*(1 - fr1) = 457.2*(1*12 - 1*12) - 2*127*(1*12 - 1*12)*(1 - 1) = 0 cm2 = 2*(t + tn)*(E1*t - F*tr) - 2*tn*(E1*t - F*tr)*(1 - fr1) = 2*(12 + 127)*(1*12 - 1*12) - 2*127*(1*12 - 1*12)*(1 - 1) = 0 cm2
Area A2 is not included in these calculations. A42 = Leg2*f r4 = 122*1 = 1.44 cm2 A5 = (Dp - Pad ID)*te*fr4 = (711.2 - 457.2)*30*1 = 76.2 cm2 Area = A1 + A42 + A5 = 0 + 1.44 + 76.2 = 77.64 cm2
As Area >= A the reinforcement is adequate.
UW-16(c) Weld Check
Fillet weld: tmin = lesser of 19 mm or te or t = 12 mm tc(min) = lesser of 6 mm or 0.7*tmin = 6 mm
tc(actual) = 0.7*Leg = 0.7*12 = 8.4 mm The fillet weld size is satisfactory.
Weld strength calculations are not required for this detail which conforms to Fig. UW-16.1, sketch (c-e). UG-45 Nozzle Neck Thickness Check
Wall thickness per UG-45(a): tr1 = 4.42 mm (E =1) Wall thickness per UG-45(b)(1): tr2 = 12 mm
Wall thickness per UG-16(b): tr3 = 1.5 mm Standard wall pipe per UG-45(b)(4): tr4 = 8.33 mm
The greater of tr2 or tr3: tr5 = 12 mm The lesser of tr4 or tr5: tr6 = 8.33 mm Required per UG-45 is the larger of tr1 or tr6 = 8.33 mm Available nozzle wall thickness new, tn = 127 mm The nozzle neck thickness is adequate.