Weight [lb] = (Do-t)*π*L*t*40.84/ (60-1)*3.1416*100*1*40.84/144 = (20000*1*1)/(29+0.6*1) = Pipe and Shell ver 4.
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2 1 Pipe and Shell ver 4.08 Page 1 of 2 2 Host Shell Description 3 Options: 4 Interior ip? - Calculate interior pressure 5 No Exterior ep? - Calculate exterior pressure 6 Rolled Plate pr? - Pipe or rolled plate 7 Non-Threaded pt? - Type of pipe 8 No relief? - Stress Relief Calculations Required 9 Dimensions: Do [in] - outside diameter t [in] - nominal wall thickness 12 tminug16b [in] - minimum wall per UG-16(b) L [in] - length for volume and weight Corr [in] - corrosion allowance 15 Material and Conditions: 16 Material 17 20,000 S [psi] - allowable stress level El - longitudinal efficiency (circ. stress) Ec - circ. connecting efficiency (longitudinal stress) % UTP [%] - undertolerance allowance UTI [in] - undertolerance allowance P [psi] - interior pressure 23 Stress Classification: 24 NOTE: Both validity checks need to be "Acceptable" in order to use this sheet 25 If not, refer to sheet "Thick Cylindrical Shell" 26 ckvalidity1 = tmin < 0.5*(Do/2) < 0.5*(60/2) = Acceptable 27 ckvalidity2 = P< 0.385*S*El 455< 0.385*20000*1 = Acceptable 28 Variables: 29 Td = = UT [in] = t*utp+uti 1*0+0 = nt [in] = t-corr-ut-td = Ri [in] = Do/2-nt 60/2-1 = Volume [cuft] = ((Do/2-t)^2)*π*L/1728 ((60/2-1)^2)*3.1416*100/1728 = Weight [lb] = (Do-t)*π*L*t*40.84/ (60-1)*3.1416*100*1*40.84/144 = Interior Pressure: VIII-1 UG-27(c)(1,2) 36 ta [in] = P*Ri/(S*El-0.6*P) 455*29/(20000*1-0.6*455) = tb [in] = P*Ri/(2*S*Ec+0.4*P) 455*29/(2*20000*1+0.4*455) = tmin [in] = MAX(ta,tb,tminUG16b) MAX(0.669,0.328,0) = tr1 [in] = P*Ri/(S*1-0.6*P) Required Wall Thick 455*29/(20000*1-0.6*455) = Checkt = tmin <= nt <= 1 = Acceptable 41 PMaxA [psi] = (S*El*nt)/(Ri+0.6*nt) (20000*1*1)/(29+0.6*1) = PMaxB [psi] = (2*S*Ec*nt)/(Ri-0.4*nt) (2*20000*1*1)/(29-0.4*1) = PMax [psi] = Min(PMaxA,PMaxB) MIN(676,1399) = CheckP = PMax >= P 676 >= 455 = Acceptable t Do Long Seam Length
3 30 Reinforcement ver 3.90 UW16(c)mod <- SavedDesign 6-Aug-08 Page 1 33 Calculation for the circ section (at 90º) <- Description Curved Shell or Head Section OD <-, shell wall thick, uncorroded, UT removed <- Do, outside diameter <- Note Do <- L, exterior ection <-, size of weld fillet <- F <-- Note F Value 88 UT = *UTp = 1 * 0 Undertolerance UT = Rn = Do/2 - (-nca) + UT = 20/2 - (1-0) + 0 Effective Radius Rn = t = -sca = 1-0 Effective Shell Thickness t = ti = -2*nca = 1-2 * 0 Nom Thick of Int.. ti = tn = -nca = 1-0 Avail. Thick. No UT tn = d = Do-2*tn = 20-2*1 Opening Dia. d = tc = Min(0.25,0.7*Min(0.75,tn,t)) = Min(0.25,0.7*Min(0.75,1,1)) tc41 = tc = Min(0.25,0.7*Min(0.75,t,tn)) = Min(0.25,0.7*Min(0.75,1,1)) tc43 = F = Min(Fenterered, 1) F = LDo = L/Do LDo = Dot = Do/trnE Dot = trn = (P*Rn)/(Sn*E - 0.6*P) <= tn-ut = (455*9)/(20000*1-0.6*455) trn = Acceptable 145 trnr = (P*Rn)/(Sn*1-0.6*P) = (455*9)/(20000*1-0.6*455) E=1 trnr = trne = (3*Do*Pa)/(4*B) <= tn-ut = (3*20*0)/(4*1) * >= tc41 0.7*0.375 >= >= Acceptable *-nca >= tc43 0.7* >= >= Acceptable 208 A = 1.0*d*tr*F + 2*tn*tr*F*(1-fr1) Note A Required -> A Required (internal) = = 1.0*18*0.669* *1*0.669*0.5*(1-1) 212 Ae = 0.5*(d*trE*1 + 2*tn*trE*1*(1-fr1)) = 0.5*(18*0*1 + 2*1*0*1*(1-1)) A Required (external) = A1 = max(d, 2*(t+tn)) * (E1*t-F*tr)-2*tn*(E1*t-F*tr)*(1-fr1) A1 = = max(18,2*(1+1))* (1*1-0.5*0.669)-2*1*(1*1-0.5*0.669)*(1-1) 219 A1e = max(d, 2*(t+tn)) * (E1*t-F*trE)-2*tn*(E1*t-F*trE)*(1-fr1) A1e = = max(18,2*(1+1))* (1*1-0.5*0)-2*1*(1*1-0.5*0)*(1-1) 225 A2 = min((tn-trnr)*fr2*min(5*t,2*l), (tn-trnr)*fr2*min(5*tn,2*l)) A2 = = min(( )*1*min(5*1,2*2), ( )*1*Min(5*1,2*2)) 240 A41 = ^2*fr2 = 0.375^2*1 A41 = A43 = (-nca)^2*fr2 = ( )^2*1 A43 = Actual Area = Acceptable Actual-Required =
4 30 Reinforcement ver 3.90 UW16(c)mod <- SavedDesign 6-Aug-08 Page 1 33 Calculation with no F allowance (F = 1.0) <- Description Curved Shell or Head Section OD <-, shell wall thick, uncorroded, UT removed <- Do, outside diameter <- Note Do <- L, exterior ection <-, size of weld fillet <- F <-- Note F Value 88 UT = *UTp = 1 * 0 Undertolerance UT = Rn = Do/2 - (-nca) + UT = 20/2 - (1-0) + 0 Effective Radius Rn = t = -sca = 1-0 Effective Shell Thickness t = ti = -2*nca = 1-2 * 0 Nom Thick of Int.. ti = tn = -nca = 1-0 Avail. Thick. No UT tn = d = Do-2*tn = 20-2*1 Opening Dia. d = tc = Min(0.25,0.7*Min(0.75,tn,t)) = Min(0.25,0.7*Min(0.75,1,1)) tc41 = tc = Min(0.25,0.7*Min(0.75,t,tn)) = Min(0.25,0.7*Min(0.75,1,1)) tc43 = F = Min(Fenterered, 1) F = LDo = L/Do LDo = Dot = Do/trnE Dot = trn = (P*Rn)/(Sn*E - 0.6*P) <= tn-ut = (455*9)/(20000*1-0.6*455) trn = Acceptable 145 trnr = (P*Rn)/(Sn*1-0.6*P) = (455*9)/(20000*1-0.6*455) E=1 trnr = trne = (3*Do*Pa)/(4*B) <= tn-ut = (3*20*0)/(4*1) * >= tc41 0.7*0.375 >= >= Acceptable *-nca >= tc43 0.7* >= >= Acceptable 208 A = 1.0*d*tr*F + 2*tn*tr*F*(1-fr1) Note A Required -> A Required (internal) = = 1.0*18*0.669*1 + 2*1*0.669*1*(1-1) 212 Ae = 0.5*(d*trE*1 + 2*tn*trE*1*(1-fr1)) = 0.5*(18*0*1 + 2*1*0*1*(1-1)) A Required (external) = A1 = max(d, 2*(t+tn)) * (E1*t-F*tr)-2*tn*(E1*t-F*tr)*(1-fr1) A1 = = max(18,2*(1+1))* (1*1-1*0.669)-2*1*(1*1-1*0.669)*(1-1) 219 A1e = max(d, 2*(t+tn)) * (E1*t-F*trE)-2*tn*(E1*t-F*trE)*(1-fr1) A1e = = max(18,2*(1+1))* (1*1-1*0)-2*1*(1*1-1*0)*(1-1) 225 A2 = min((tn-trnr)*fr2*min(5*t,2*l), (tn-trnr)*fr2*min(5*tn,2*l)) A2 = = min(( )*1*min(5*1,2*2), ( )*1*Min(5*1,2*2)) 240 A41 = ^2*fr2 = 0.375^2*1 A41 = A43 = (-nca)^2*fr2 = ( )^2*1 A43 = Actual Area = ERROR Actual-Required = (0.629)
5 30 Reinforcement ver 3.90 UW16(c)mod <- SavedDesign 6-Aug-08 Page 1 33 Calculation for the longitudinal section (at 0º) <- Description Curved Shell or Head Section OD <-, shell wall thick, uncorroded, UT removed <- Do, outside diameter <- Note Do <- L, exterior ection <-, size of weld fillet <- F <-- Note F Value 88 UT = *UTp = 1 * 0 Undertolerance UT = Rn = Do/2 - (-nca) + UT = 16/2 - (1-0) + 0 Effective Radius Rn = t = -sca = 1-0 Effective Shell Thickness t = ti = -2*nca = 1-2 * 0 Nom Thick of Int.. ti = tn = -nca = 1-0 Avail. Thick. No UT tn = d = Do-2*tn = 16-2*1 Opening Dia. d = tc = Min(0.25,0.7*Min(0.75,tn,t)) = Min(0.25,0.7*Min(0.75,1,1)) tc41 = tc = Min(0.25,0.7*Min(0.75,t,tn)) = Min(0.25,0.7*Min(0.75,1,1)) tc43 = F = Min(Fenterered, 1) F = LDo = L/Do LDo = Dot = Do/trnE Dot = trn = (P*Rn)/(Sn*E - 0.6*P) <= tn-ut = (455*7)/(20000*1-0.6*455) trn = Acceptable 145 trnr = (P*Rn)/(Sn*1-0.6*P) = (455*7)/(20000*1-0.6*455) E=1 trnr = trne = (3*Do*Pa)/(4*B) <= tn-ut = (3*16*0)/(4*1) * >= tc41 0.7*0.375 >= >= Acceptable *-nca >= tc43 0.7* >= >= Acceptable 208 A = 1.0*d*tr*F + 2*tn*tr*F*(1-fr1) Note A Required -> A Required (internal) = = 1.0*14*0.669*1 + 2*1*0.669*1*(1-1) 212 Ae = 0.5*(d*trE*1 + 2*tn*trE*1*(1-fr1)) = 0.5*(14*0*1 + 2*1*0*1*(1-1)) A Required (external) = A1 = max(d, 2*(t+tn)) * (E1*t-F*tr)-2*tn*(E1*t-F*tr)*(1-fr1) A1 = = max(14,2*(1+1))* (1*1-1*0.669)-2*1*(1*1-1*0.669)*(1-1) 219 A1e = max(d, 2*(t+tn)) * (E1*t-F*trE)-2*tn*(E1*t-F*trE)*(1-fr1) A1e = = max(14,2*(1+1))* (1*1-1*0)-2*1*(1*1-1*0)*(1-1) 225 A2 = min((tn-trnr)*fr2*min(5*t,2*l), (tn-trnr)*fr2*min(5*tn,2*l)) A2 = = min(( )*1*min(5*1,2*2), ( )*1*Min(5*1,2*2)) 240 A41 = ^2*fr2 = 0.375^2*1 A41 = A43 = (-nca)^2*fr2 = ( )^2*1 A43 = Actual Area = Acceptable Actual-Required =
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