basic pipe analysis

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CAESAR II 2014 Ver.7.00.03.0100, (Build 150704) Date: SEP 10, 2015 Time: Job Name: OVERVIEW Licensed To: Custom Process Equipment, LLC CODE COMPLIANCE REPORT: Code Stresses on Elements Various Load Cases Load Case From Node Code Stre Allowable To Node Code Stre Allowable Piping Code LOAD CASE DEFINITION KEY CASE 1 (OPE) W+D1+T1+P1 CASE 2 (SUS) W+P1 CASE 3 (EXP) L3=L1-L2 Piping Code: B31.3 = B31.3 -2012, Jan 10, 2013 *** CODE COMPLIANCE EVALUATION PASSED *** Highest Stresses: (lb./sq.in.) Ratio (%): 89.0 @Node 10 LOADCASE: 3 (EXP) L3=L Code Stress: 38850.8 Allowable Stress: 43669.6 Axial Stress: 3016.8 @Node 60 LOADCASE: 2 (SUS) W+P1 Bending Stress: 38438.6 @Node 10 LOADCASE: 3 (EXP) L3=L Torsion Stress: 4030.1 @Node 40 LOADCASE: 3 (EXP) L3=L Hoop Stress: 6125.0 @Node 60 LOADCASE: 2 (SUS) W+P1 Max Stress Intensity: 59468.1 @Node 10 LOADCASE: 1 (OPE) W+D1 1(OPE) 10 40448.1 0 20 33820.1 0 B31.3 2(SUS) 3330.4 17600 3244.9 17600 B31.3 3(EXP) 38850.8 43669.6 32164 43755.1 B31.3 1(OPE) 20 0 0 30 0 0 B31.3 2(SUS) 0 0 0 0 B31.3 3(EXP) 0 0 0 0 B31.3 1(OPE) 30 22444.5 0 38 6749.3 0 B31.3 2(SUS) 3097 17600 3350.3 17600 B31.3 3(EXP) 20765.2 43903 5443.6 43649.7 B31.3 1(OPE) 38 8084.2 0 39 11102.5 0 B31.3 2(SUS) 3761 17600 3365 17600 B31.3 3(EXP) 7237.5 43239 10754.5 43635 B31.3

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Page 1: Basic Pipe Analysis

CAESAR II 2014 Ver.7.00.03.0100, (Build 150704) Date: SEP 10, 2015 Time: 13:38Job Name: OVERVIEWLicensed To: Custom Process Equipment, LLCCODE COMPLIANCE REPORT: Code Stresses on ElementsVarious Load Cases

Load Case From NodeCode StressAllowable STo Node Code StressAllowable SPiping Code LOAD CASE DEFINITION KEY

CASE 1 (OPE) W+D1+T1+P1CASE 2 (SUS) W+P1CASE 3 (EXP) L3=L1-L2

Piping Code: B31.3 = B31.3 -2012, Jan 10, 2013

*** CODE COMPLIANCE EVALUATION PASSED ***

Highest Stresses: (lb./sq.in.) Ratio (%): 89.0 @Node 10 LOADCASE: 3 (EXP) L3=L1-L2Code Stress: 38850.8 Allowable Stress: 43669.6Axial Stress: 3016.8 @Node 60 LOADCASE: 2 (SUS) W+P1Bending Stress: 38438.6 @Node 10 LOADCASE: 3 (EXP) L3=L1-L2Torsion Stress: 4030.1 @Node 40 LOADCASE: 3 (EXP) L3=L1-L2Hoop Stress: 6125.0 @Node 60 LOADCASE: 2 (SUS) W+P1Max Stress Intensity: 59468.1 @Node 10 LOADCASE: 1 (OPE) W+D1+T1+P1

1(OPE) 10 40448.1 0 20 33820.1 0 B31.3 2(SUS) 3330.4 17600 3244.9 17600 B31.3 3(EXP) 38850.8 43669.6 32164 43755.1 B31.3

1(OPE) 20 0 0 30 0 0 B31.3 2(SUS) 0 0 0 0 B31.3 3(EXP) 0 0 0 0 B31.3

1(OPE) 30 22444.5 0 38 6749.3 0 B31.3 2(SUS) 3097 17600 3350.3 17600 B31.3 3(EXP) 20765.2 43903 5443.6 43649.7 B31.3

1(OPE) 38 8084.2 0 39 11102.5 0 B31.3 2(SUS) 3761 17600 3365 17600 B31.3 3(EXP) 7237.5 43239 10754.5 43635 B31.3

1(OPE) 39 11102.5 0 40 12101.2 0 B31.3 2(SUS) 3365 17600 3068.4 17600 B31.3 3(EXP) 10754.5 43635 11254.5 43931.6 B31.3

Page 2: Basic Pipe Analysis

1(OPE) 40 9501.7 0 50 14908.5 0 B31.3 2(SUS) 2896.8 17600 3873.9 17600 B31.3 3(EXP) 8774.5 44103.2 14192.7 43126.1 B31.3

1(OPE) 50 14908.5 0 60 12627.3 0 B31.3 2(SUS) 3873.9 17600 4021.6 17600 B31.3 3(EXP) 14192.7 43126.1 11462.8 42978.4 B31.3

1(OPE) 60 12627.3 0 70 30394.4 0 B31.3 2(SUS) 4021.6 17600 5462.2 17600 B31.3 3(EXP) 11462.8 42978.4 29790 41537.8 B31.3

1(OPE) 80 40448.1 0 90 33820.1 0 B31.3 2(SUS) 3330.4 17600 3244.9 17600 B31.3 3(EXP) 38850.8 43669.6 32164 43755.1 B31.3

1(OPE) 90 0 0 100 0 0 B31.3 2(SUS) 0 0 0 0 B31.3 3(EXP) 0 0 0 0 B31.3

1(OPE) 100 22444.5 0 108 6749.3 0 B31.3 2(SUS) 3097 17600 3350.3 17600 B31.3 3(EXP) 20765.2 43903 5443.6 43649.7 B31.3

1(OPE) 108 8084.2 0 109 11102.5 0 B31.3 2(SUS) 3761 17600 3365 17600 B31.3 3(EXP) 7237.5 43239 10754.5 43635 B31.3

1(OPE) 109 11102.5 0 110 12101.2 0 B31.3 2(SUS) 3365 17600 3068.4 17600 B31.3 3(EXP) 10754.5 43635 11254.5 43931.6 B31.3

1(OPE) 110 9501.7 0 120 14908.5 0 B31.3 2(SUS) 2896.8 17600 3873.9 17600 B31.3 3(EXP) 8774.5 44103.2 14192.7 43126.1 B31.3

1(OPE) 120 14908.5 0 130 12627.3 0 B31.3 2(SUS) 3873.9 17600 4021.6 17600 B31.3 3(EXP) 14192.7 43126.1 11462.8 42978.4 B31.3

1(OPE) 130 12627.3 0 70 30394.4 0 B31.3 2(SUS) 4021.6 17600 5462.2 17600 B31.3 3(EXP) 11462.8 42978.4 29790 41537.8 B31.3

1(OPE) 70 29191.1 0 138 6097.4 0 B31.3 2(SUS) 4536.5 17600 3106.8 17600 B31.3 3(EXP) 34436.2 42463.5 7185.1 43893.2 B31.3

Page 3: Basic Pipe Analysis

1(OPE) 138 15757.3 0 139 11727.4 0 B31.3 2(SUS) 3200 17600 4017.4 17600 B31.3 3(EXP) 16738.7 43800 11307.3 42982.6 B31.3

1(OPE) 139 11727.4 0 140 6910.6 0 B31.3 2(SUS) 4017.4 17600 4469.5 17600 B31.3 3(EXP) 11307.3 42982.6 6891.2 42530.5 B31.3

1(OPE) 140 3611.8 0 150 15896.9 0 B31.3 2(SUS) 3667.8 17600 3760.1 17600 B31.3 3(EXP) 2678.7 43332.2 15053.3 43239.9 B31.3

Page 4: Basic Pipe Analysis

CAESAR II 2014 Ver.7.00.03.0100, (Build 150704) Date: SEP 10, 2015 Time: 13:38Job Name: OVERVIEWLicensed To: Custom Process Equipment, LLCSTRESS SUMMARY REPORT: Highest Stresses Mini StatementVarious Load Cases

LOAD CASE DEFINITION KEY

CASE 1 (OPE) W+D1+T1+P1CASE 2 (SUS) W+P1CASE 3 (EXP) L3=L1-L2

Piping Code: B31.3 = B31.3 -2012, Jan 10, 2013

NO CODE STRESS CHECK PROCESSED: LOADCASE 1 (OPE) W+D1+T1+P1

Highest Stresses: (lb./sq.in.) LOADCASE 1 (OPE) W+D1+T1+P1Ratio (%): 0.0 @Node 10OPE Stress: 40448.1 Allowable Stress: 0.0 Axial Stress: 1742.3 @Node 10 Bending Stress: 38422.9 @Node 10 Torsion Stress: 3844.1 @Node 40 Hoop Stress: 4000.0 @Node 60 Max Stress Intensity: 59468.1 @Node 10

CODE STRESS CHECK PASSED : LOADCASE 2 (SUS) W+P1

Highest Stresses: (lb./sq.in.) LOADCASE 2 (SUS) W+P1Ratio (%): 31.0 @Node 70Code Stress: 5462.2 Allowable Stress: 17600.0 Axial Stress: 3016.8 @Node 60 Bending Stress: 3243.8 @Node 70 Torsion Stress: 273.0 @Node 40 Hoop Stress: 6125.0 @Node 60 Max Stress Intensity: 6630.2 @Node 70

CODE STRESS CHECK PASSED : LOADCASE 3 (EXP) L3=L1-L2

Highest Stresses: (lb./sq.in.) LOADCASE 3 (EXP) L3=L1-L2Ratio (%): 89.0 @Node 10Code Stress: 38850.8 Allowable Stress: 43669.6 Axial Stress: 1549.7 @Node 138 Bending Stress: 38438.6 @Node 10 Torsion Stress: 4030.1 @Node 40 Hoop Stress: 0.0 @Node 20 Max Stress Intensity: 56816.5 @Node 10

Page 5: Basic Pipe Analysis

CAESAR II 2014 Ver.7.00.03.0100, (Build 150704) Date: SEP 10, 2015 Time: 13:38Job Name: OVERVIEWLicensed To: Custom Process Equipment, LLCSTRESSES REPORT: Stresses on ElementsCASE 3 (EXP) L3=L1-L2

Node Bending StrTorsion StreSIF/Index ISIF/Index Code StressAllowable SRatio % Piping Code

Piping Code: B31.3 = B31.3 -2012, Jan 10, 2013

CODE STRESS CHECK PASSED : LOADCASE 3 (EXP) L3=L1-L2

Highest Stresses: (lb./sq.in.) Ratio (%): 89.0 @Node 10Code Stress: 38850.8 Allowable Stress: 43669.6 Axial Stress: 1549.7 @Node 138 Bending Stress: 38438.6 @Node 10 Torsion Stress: 4030.1 @Node 40 Hoop Stress: 0.0 @Node 20 Max Stress Intensity: 56816.5 @Node 10

10 38438.6 2383.6 1 1 38850.8 43669.6 89 B31.3 20 31690.1 -2383.6 1 1 32164 43755.1 73.5 B31.3

20 0 0 0 0 0 0 0 B31.3 30 0 0 0 0 0 0 0 B31.3

30 20091.9 2383.6 1 1 20765.2 43903 47.3 B31.3 38 2509.2 -2383.6 1 1 5443.6 43649.7 12.5 B31.3

38 5327 2383.6 2.499 2.082 7237.5 43239 16.7 B31.3 39 7976.6 -3361.7 2.499 2.082 10754.5 43635 24.6 B31.3

39 7976.6 3361.7 2.499 2.082 10754.5 43635 24.6 B31.3 40 7383.5 -4030.1 2.499 2.082 11254.5 43931.6 25.6 B31.3

40 2996.5 4030.1 1 1 8774.5 44103.2 19.9 B31.3 50 11210.6 -4030.1 1 1 14192.7 43126.1 32.9 B31.3

50 11210.6 4030.1 1 1 14192.7 43126.1 32.9 B31.3 60 9671.7 -2750.4 1 1 11462.8 42978.4 26.7 B31.3

60 9671.7 2750.4 1 1 11462.8 42978.4 26.7 B31.3 70 28221.6 -2750.4 2.308 2.744 29790 41537.8 71.7 B31.3

Page 6: Basic Pipe Analysis

80 38438.6 -2383.6 1 1 38850.8 43669.6 89 B31.3 90 31690.1 2383.6 1 1 32164 43755.1 73.5 B31.3

90 0 0 0 0 0 0 0 B31.3 100 0 0 0 0 0 0 0 B31.3

100 20091.9 -2383.6 1 1 20765.2 43903 47.3 B31.3 108 2509.2 2383.6 1 1 5443.6 43649.7 12.5 B31.3

108 5327 -2383.6 2.499 2.082 7237.5 43239 16.7 B31.3 109 7976.6 3361.7 2.499 2.082 10754.5 43635 24.6 B31.3

109 7976.6 -3361.7 2.499 2.082 10754.5 43635 24.6 B31.3 110 7383.5 4030.1 2.499 2.082 11254.5 43931.6 25.6 B31.3

110 2996.5 -4030.1 1 1 8774.5 44103.2 19.9 B31.3 120 11210.6 4030.1 1 1 14192.7 43126.1 32.9 B31.3

120 11210.6 -4030.1 1 1 14192.7 43126.1 32.9 B31.3 130 9671.7 2750.4 1 1 11462.8 42978.4 26.7 B31.3

130 9671.7 -2750.4 1 1 11462.8 42978.4 26.7 B31.3 70 28221.6 2750.4 2.308 2.744 29790 41537.8 71.7 B31.3

70 30184.5 0 2.308 2.744 34436.2 42463.5 81.1 B31.3 138 5635.4 0 1 1 7185.1 43893.2 16.4 B31.3

138 15189 0 2.695 2.246 16738.7 43800 38.2 B31.3 139 10074.5 0 2.695 2.246 11307.3 42982.6 26.3 B31.3

139 10074.5 0 2.695 2.246 11307.3 42982.6 26.3 B31.3 140 6697.4 0 2.695 2.246 6891.2 42530.5 16.2 B31.3

140 2484.9 0 1 1 2678.7 43332.2 6.2 B31.3 150 14859.5 0 1 1 15053.3 43239.9 34.8 B31.3

Page 7: Basic Pipe Analysis

CAESAR II 2014 Ver.7.00.03.0100, (Build 150704) Date: SEP 10, 2015 Time: 13:38Job Name: OVERVIEWLicensed To: Custom Process Equipment, LLCSTRESSES REPORT: Stresses on ElementsCASE 2 (SUS) W+P1

Node Bending StrTorsion StreSIF/Index ISIF/Index Code StressAllowable SRatio % Piping Code

Piping Code: B31.3 = B31.3 -2012, Jan 10, 2013

CODE STRESS CHECK PASSED : LOADCASE 2 (SUS) W+P1

Highest Stresses: (lb./sq.in.) Ratio (%): 31.0 @Node 70Code Stress: 5462.2 Allowable Stress: 17600.0 Axial Stress: 3016.8 @Node 60 Bending Stress: 3243.8 @Node 70 Torsion Stress: 273.0 @Node 40 Hoop Stress: 6125.0 @Node 60 Max Stress Intensity: 6630.2 @Node 70

10 405.2 -70.5 1 1 3330.4 17600 18.9 B31.3 20 332 70.5 1 1 3244.9 17600 18.4 B31.3

20 0 0 0 0 0 0 0 B31.3 30 0 0 0 0 0 0 0 B31.3

30 314.3 -70.5 1 1 3097 17600 17.6 B31.3 38 609.2 70.5 1 1 3350.3 17600 19 B31.3

38 1360.3 -70.5 1.874 1.562 3761 17600 21.4 B31.3 39 831.9 232.3 1.874 1.562 3365 17600 19.1 B31.3

39 831.9 -232.3 1.874 1.562 3365 17600 19.1 B31.3 40 515.7 273 1.874 1.562 3068.4 17600 17.4 B31.3

40 212.2 -273 1 1 2896.8 17600 16.5 B31.3 50 1202.5 273 1 1 3873.9 17600 22 B31.3

50 1202.5 -273 1 1 3873.9 17600 22 B31.3 60 987.7 184.8 1 1 4021.6 17600 22.8 B31.3

60 987.7 -184.8 1 1 4021.6 17600 22.8 B31.3 70 3243.8 184.8 1.731 2.058 5462.2 17600 31 B31.3

Page 8: Basic Pipe Analysis

80 405.2 70.5 1 1 3330.4 17600 18.9 B31.3 90 332 -70.5 1 1 3244.9 17600 18.4 B31.3

90 0 0 0 0 0 0 0 B31.3 100 0 0 0 0 0 0 0 B31.3

100 314.3 70.5 1 1 3097 17600 17.6 B31.3 108 609.2 -70.5 1 1 3350.3 17600 19 B31.3

108 1360.3 70.5 1.874 1.562 3761 17600 21.4 B31.3 109 831.9 -232.3 1.874 1.562 3365 17600 19.1 B31.3

109 831.9 232.3 1.874 1.562 3365 17600 19.1 B31.3 110 515.7 -273 1.874 1.562 3068.4 17600 17.4 B31.3

110 212.2 273 1 1 2896.8 17600 16.5 B31.3 120 1202.5 -273 1 1 3873.9 17600 22 B31.3

120 1202.5 273 1 1 3873.9 17600 22 B31.3 130 987.7 -184.8 1 1 4021.6 17600 22.8 B31.3

130 987.7 184.8 1 1 4021.6 17600 22.8 B31.3 70 3243.8 -184.8 1.731 2.058 5462.2 17600 31 B31.3

70 2028.1 0 1.731 2.058 4536.5 17600 25.8 B31.3 138 91.3 0 1 1 3106.8 17600 17.7 B31.3

138 246 0 2.021 1.685 3200 17600 18.2 B31.3 139 1442.4 0 2.021 1.685 4017.4 17600 22.8 B31.3

139 1442.4 0 2.021 1.685 4017.4 17600 22.8 B31.3 140 2115.4 0 2.021 1.685 4469.5 17600 25.4 B31.3

140 784.9 0 1 1 3667.8 17600 20.8 B31.3 150 896.3 0 1 1 3760.1 17600 21.4 B31.3

Page 9: Basic Pipe Analysis

CAESAR II 2014 Ver.7.00.03.0100, (Build 150704) Date: SEP 10, 2015 Time: 13:38Job Name: OVERVIEWLicensed To: Custom Process Equipment, LLCSTRESSES REPORT: Stresses on ElementsCASE 1 (OPE) W+D1+T1+P1

Node Bending StrTorsion StreSIF/Index ISIF/Index Code StressAllowable SRatio % Piping Code

Piping Code: B31.3 = B31.3 -2012, Jan 10, 2013

NO CODE STRESS CHECK PROCESSED: LOADCASE 1 (OPE) W+D1+T1+P1

Highest Stresses: (lb./sq.in.) Ratio (%): 0.0 @Node 10OPE Stress: 40448.1 Allowable Stress: 0.0 Axial Stress: 1742.3 @Node 10 Bending Stress: 38422.9 @Node 10 Torsion Stress: 3844.1 @Node 40 Hoop Stress: 4000.0 @Node 60 Max Stress Intensity: 59468.1 @Node 10

10 38422.9 2335.6 1 1 40448.1 0 0 B31.3 20 31744.1 -2335.6 1 1 33820.1 0 0 B31.3

20 0 0 0 0 0 0 0 B31.3 30 0 0 0 0 0 0 0 B31.3

30 20265.8 2335.6 1 1 22444.5 0 0 B31.3 38 2119.3 -2335.6 1 1 6749.3 0 0 B31.3

38 4468.6 2335.6 2.499 2.082 8084.2 0 0 B31.3 39 7416.5 -3203.5 2.499 2.082 11102.5 0 0 B31.3

39 7416.5 3203.5 2.499 2.082 11102.5 0 0 B31.3 40 7732.5 -3844.1 2.499 2.082 12101.2 0 0 B31.3

40 3139.8 3844.1 1 1 9501.7 0 0 B31.3 50 11353.2 -3844.1 1 1 14908.5 0 0 B31.3

50 11353.2 3844.1 1 1 14908.5 0 0 B31.3 60 9738.8 -2623.5 1 1 12627.3 0 0 B31.3

60 9738.8 2623.5 1 1 12627.3 0 0 B31.3 70 28348 -2623.5 2.308 2.744 30394.4 0 0 B31.3

Page 10: Basic Pipe Analysis

80 38422.9 -2335.6 1 1 40448.1 0 0 B31.3 90 31744.1 2335.6 1 1 33820.1 0 0 B31.3

90 0 0 0 0 0 0 0 B31.3 100 0 0 0 0 0 0 0 B31.3

100 20265.8 -2335.6 1 1 22444.5 0 0 B31.3 108 2119.3 2335.6 1 1 6749.3 0 0 B31.3

108 4468.6 -2335.6 2.499 2.082 8084.2 0 0 B31.3 109 7416.5 3203.5 2.499 2.082 11102.5 0 0 B31.3

109 7416.5 -3203.5 2.499 2.082 11102.5 0 0 B31.3 110 7732.5 3844.1 2.499 2.082 12101.2 0 0 B31.3

110 3139.8 -3844.1 1 1 9501.7 0 0 B31.3 120 11353.2 3844.1 1 1 14908.5 0 0 B31.3

120 11353.2 -3844.1 1 1 14908.5 0 0 B31.3 130 9738.8 2623.5 1 1 12627.3 0 0 B31.3

130 9738.8 -2623.5 1 1 12627.3 0 0 B31.3 70 28348 2623.5 2.308 2.744 30394.4 0 0 B31.3

70 28791.8 0 2.308 2.744 29191.1 0 0 B31.3 138 5698.1 0 1 1 6097.4 0 0 B31.3

138 15358 0 2.695 2.246 15757.3 0 0 B31.3 139 11065 0 2.695 2.246 11727.4 0 0 B31.3

139 11065 0 2.695 2.246 11727.4 0 0 B31.3 140 5244.7 0 2.695 2.246 6910.6 0 0 B31.3

140 1945.9 0 1 1 3611.8 0 0 B31.3 150 14244 0 1 1 15896.9 0 0 B31.3

Page 11: Basic Pipe Analysis

CAESAR II 2014 Ver.7.00.03.0100, (Build 150704) Date: SEP 10, 2015 Time: 13:38Job Name: OVERVIEWLicensed To: Custom Process Equipment, LLCRESTRAINTS REPORT: Loads On RestraintsCASE 3 (EXP) L3=L1-L2

Node FX lb. FY lb. FZ lb. MX ft.lb. MY ft.lb. MZ ft.lb.

10 5612 -11296 1413 -85346.2 -43492.4 11880 Rigid ANC80 -5612 -11296 1413 -85346.2 43492.4 -11880 Rigid ANC

150 0 22593 -2826 -54258.5 0 0 Displ. Reaction

Page 12: Basic Pipe Analysis

CAESAR II 2014 Ver.7.00.03.0100, (Build 150704) Date: SEP 10, 2015 Time: 13:38Job Name: OVERVIEWLicensed To: Custom Process Equipment, LLCRESTRAINTS REPORT: Loads On RestraintsCASE 2 (SUS) W+P1

Node FX lb. FY lb. FZ lb. MX ft.lb. MY ft.lb. MZ ft.lb.

10 -153 70 -2447 -274.6 630.5 -239.4 Rigid ANC80 153 70 -2447 -274.6 -630.5 239.4 Rigid ANC

150 0 -140 -1350 2247.6 0 0 Displ. Reaction

Page 13: Basic Pipe Analysis

CAESAR II 2014 Ver.7.00.03.0100, (Build 150704) Date: SEP 10, 2015 Time: 13:38Job Name: OVERVIEWLicensed To: Custom Process Equipment, LLCRESTRAINTS REPORT: Loads On RestraintsCASE 1 (OPE) W+D1+T1+P1

Node FX lb. FY lb. FZ lb. MX ft.lb. MY ft.lb. MZ ft.lb.

10 5460 -11226 -1034 -85620.8 -42861.9 11640.6 Rigid ANC80 -5460 -11226 -1034 -85620.8 42861.9 -11640.6 Rigid ANC

150 0 22453 -4176 -52010.9 0 0 Displ. Reaction

Page 14: Basic Pipe Analysis

CAESAR II 2014 Ver.7.00.03.0100, (Build 150704) Date: SEP 10, 2015 Time: 13:38Job Name: OVERVIEWLicensed To: Custom Process Equipment, LLCDISPLACEMENTS REPORT: Nodal MovementsCASE 3 (EXP) L3=L1-L2

Node DX in. DY in. DZ in. RX deg. RY deg. RZ deg.

10 0 0 0 0 0 020 0.0146 -0.0286 -0.0656 -0.1803 -0.0921 0.035630 0.0602 -0.1179 -0.1786 -0.1897 -0.0969 0.038138 0.2087 -0.4038 -0.3981 -0.3386 -0.1794 0.15739 0.2205 -0.473 -0.453 -0.2512 -0.1216 0.154340 0.1841 -0.5176 -0.4845 -0.1899 -0.0268 0.119250 0.0737 -0.5683 -0.491 -0.0885 -0.0051 0.060860 0.0409 -0.576 -0.4913 -0.0655 -0.002 0.033270 0 -0.5804 -0.4913 -0.0438 0 080 0 0 0 0 0 090 -0.0146 -0.0286 -0.0656 -0.1803 0.0921 -0.0356

100 -0.0602 -0.1179 -0.1786 -0.1897 0.0969 -0.0381108 -0.2087 -0.4038 -0.3981 -0.3386 0.1794 -0.157109 -0.2205 -0.473 -0.453 -0.2512 0.1216 -0.1543110 -0.1841 -0.5176 -0.4845 -0.1899 0.0268 -0.1192120 -0.0737 -0.5683 -0.491 -0.0885 0.0051 -0.0608130 -0.0409 -0.576 -0.4913 -0.0655 0.002 -0.0332138 0 0.4657 0.2844 0.1668 0 0139 0 0.5195 0.2772 -0.0303 0 0140 0 0.5229 0.2184 -0.0633 0 0150 0 0.5 0.12 0 0 0

Page 15: Basic Pipe Analysis

CAESAR II 2014 Ver.7.00.03.0100, (Build 150704) Date: SEP 10, 2015 Time: 13:38Job Name: OVERVIEWLicensed To: Custom Process Equipment, LLCDISPLACEMENTS REPORT: Nodal MovementsCASE 2 (SUS) W+P1

Node DX in. DY in. DZ in. RX deg. RY deg. RZ deg.

10 0 0 0 0 0 020 -0.0002 -0.0001 -0.0001 -0.0007 0.0012 -0.000730 -0.0008 -0.0005 -0.0001 -0.0008 0.0013 -0.000838 -0.0016 -0.0034 -0.0003 -0.0061 -0.0008 -0.003239 -0.0007 -0.0053 -0.0008 -0.0152 -0.0082 -0.00140 0 -0.0066 -0.0027 -0.0184 -0.009 0.000250 0 -0.0065 -0.0064 -0.023 -0.0043 -0.000160 0 -0.0065 -0.0069 -0.0241 -0.0023 -0.000170 0 -0.0065 -0.0072 -0.0251 0 080 0 0 0 0 0 090 0.0002 -0.0001 -0.0001 -0.0007 -0.0012 0.0007

100 0.0008 -0.0005 -0.0001 -0.0008 -0.0013 0.0008108 0.0016 -0.0034 -0.0003 -0.0061 0.0008 0.0032109 0.0007 -0.0053 -0.0008 -0.0152 0.0082 0.001110 0 -0.0066 -0.0027 -0.0184 0.009 -0.0002120 0 -0.0065 -0.0064 -0.023 0.0043 0.0001130 0 -0.0065 -0.0069 -0.0241 0.0023 0.0001138 0 -0.0064 -0.008 0.0307 0 0139 0 -0.004 -0.0017 0.0223 0 0140 0 -0.0009 -0.0001 0.0042 0 0150 0 0 0 0 0 0

Page 16: Basic Pipe Analysis

CAESAR II 2014 Ver.7.00.03.0100, (Build 150704) Date: SEP 10, 2015 Time: 13:38Job Name: OVERVIEWLicensed To: Custom Process Equipment, LLCDISPLACEMENTS REPORT: Nodal MovementsCASE 1 (OPE) W+D1+T1+P1

Node DX in. DY in. DZ in. RX deg. RY deg. RZ deg.

10 0 0 0 0 0 020 0.0144 -0.0287 -0.0658 -0.1811 -0.0909 0.034830 0.0594 -0.1184 -0.1787 -0.1905 -0.0957 0.037338 0.2071 -0.4072 -0.3984 -0.3447 -0.1801 0.153839 0.2198 -0.4783 -0.4538 -0.2664 -0.1298 0.153340 0.1842 -0.5241 -0.4872 -0.2083 -0.0358 0.119450 0.0737 -0.5749 -0.4974 -0.1115 -0.0094 0.060760 0.0409 -0.5825 -0.4982 -0.0896 -0.0043 0.033270 0 -0.5869 -0.4985 -0.0689 0 080 0 0 0 0 0 090 -0.0144 -0.0287 -0.0658 -0.1811 0.0909 -0.0348

100 -0.0594 -0.1184 -0.1787 -0.1905 0.0957 -0.0373108 -0.2071 -0.4072 -0.3984 -0.3447 0.1801 -0.1538109 -0.2198 -0.4783 -0.4538 -0.2664 0.1298 -0.1533110 -0.1842 -0.5241 -0.4872 -0.2083 0.0358 -0.1194120 -0.0737 -0.5749 -0.4974 -0.1115 0.0094 -0.0607130 -0.0409 -0.5825 -0.4982 -0.0896 0.0043 -0.0332138 0 0.4593 0.2764 0.1975 0 0139 0 0.5156 0.2755 -0.008 0 0140 0 0.522 0.2183 -0.0591 0 0150 0 0.5 0.12 0 0 0