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API 1102 spreadsheet
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API RP 1102 Uncased Road Crossing Assessment
Client PembinaProject SaturnLSD 12-36-57-23 W5M
Pipeline 6" LACTMaterial Z245.1 Grade 359 Cat II
API RP 1102 refInput Data
Outside diameter D 168.3 mmCorrosion allowance CA 0 mmWall thickness 4 mmCorroded wall thickness 4 mmInternal diameter 160.3 mmOperating pressure p 9930 kPaSteel grade SMYS 359 MPaDesign factor F 0.8 -Longitudinal joint factor E 1 -Temperature de-rating factor T 1 -Installation temperature 11
40Coefficient of thermal expansion 0.0000117 Table A-3Modulus of elasticity 207000 Table A-3Poisson ratio ν 0.3 - Table A-3Bored diameter 168.3 mmSoil type AModulus of soil reaction E' 3.4 MPa Table A-1Resilient modulus 34 MPa Table A-2Soil unit weight γ 1950Pavement typePoisson ratio ν 0.3Singel axle load SAL 106800 NTandem axle load TAL 177900 NWheel load WLS 53400 NWheel load WLT 44475 NArea load acting ALA 0.093
Burial depth H 1.2 m
Fatigue (cyclic) stress endurance limits
Circumferential weld fatigue endurance limit 82.74 MPa Table 3Longitudinal weld fatigue endurance limit 82.74 MPa Table 3
Check allowable hoop stress
Hoop stress 204.058 MPa
tw
Di
T1 °CT2 °C α °C-1
Es
Er
kgfm-3
m2
SFG
SFL
SHi
Allowable maximum hoop stress 287.200 MPa
CHECK
Circumferential stress due to soil load
0.024Stiffness factor Khe 1200 Figure 3
H/Bd 0.0071.35 Figure 4
Bd/D 10.83 Figure 5
Circumferential stress SHe 4.413 MPa
Cyclic stress from wheel loads
Impact factor Fi 1.5 Figure 7Critical axle configuration tandemApplied design surface pressure w 0.478 MPa
Cyclic circumferential stress
Highway stiffnes factor KHh 14 Figure 14Highway geometry factor GHh 1 Figure 15Highway pavement type factor R 1.1 Table 2Highway axle configuration L 1
Cyclic circumferential stress ΔSHh 11.047 MPa
Cyclic longitudinal stress
Highway stiffnes factor KLh 12.5 Figure 16Highway geometry factor GLh 1.4 Figure 17Highway pavement type factor R 1.1 Table 2Highway axle configuration L 1
Cyclic longitiudinal stress ΔSLh 13.809 MPa
Allowable stress
Principal and effective stress
Maximum circumferential stress 219.518 MPaMaximum longitudinal stress 6.115 MPaMaximum radial stress -9.930 MPa
Total effective stress 221.861 MPaDesign stress factor 0.9Allowable effective stress 323.100 MPa
ASHi
tw/D
Be
Ee
S1
S2
S3
Seff
Fy
CHECK OK
Fatigue (cyclic) stresses
Circumferential weld
SFh 82.74 MPaΔSLh 11.047 MPa
CHECK OK
Longitudinal weld
SFl 82.74 MPaΔSLh 13.809 MPa
CHECK OK
InputCalculatedFrom API RP 1102 Tables and Figures
OKWARNING