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U <br />Poisson's ratio3 <br />V" _ 0.16' — — <br />v _ 0.26 — — <br />1) Based an structural wall thickness. <br />2) Amemn test method. <br />3) The (Inst subscript denotes the direction of corltmcdon <br />and the second that of the applled stress. <br />x denotes IongRudinal direction. <br />y denotes drcumferentlel dlrectlon. <br />Nominal <br />Typical physical <br />Dualoy 3000/L piping systems are designed to function at temperatures ranging <br />Stiffness Factor' <br />')rapertles ' I <br />from -40 to 150OF (-40 to 66°C) -at service pressures between <br />-1 and 20 bar. <br />45 5.1 <br />3 80 <br />75 8.5 <br />Dualoy 3000/L pipe conforms to ASTM 02310, D2517 and 02996. <br />Method <br />60 6.8 <br />6 150 <br />275 31.1 <br />Pipe Property' <br />Units <br />Value <br />ASTM <br />ATM' <br />Thermal conductivfi/ <br />Btu-in/(h-ft2-°F) <br />1.7 <br />0177 <br />23 <br />W/m C <br />7.6' <br />Linear thermal expansion <br />10-6InArV F <br />8.5 <br />0696 <br />21 <br />10.6 cm/cm/ec <br />15.3 <br />Friction factor <br />Hazen -Williams <br />150 <br />— <br />156 <br />Absolute roughness <br />10 -Elft <br />50 <br />— <br />— <br />10-6m <br />15 <br />Specific gravity <br />— <br />1.81 <br />D792 <br />Barcol Hardness <br />Impressor 934-1 <br />65 <br />02583 <br />— <br />1) Amemn'last method. <br />._Typical <br />mechanical.-----.-----.-_ <br />....... ...... _ _ <br />Method <br />properties <br />Pipe Property' <br />Units <br />Value, <br />ASTM <br />ATM2 <br />r <br />Tensile strength <br />Longitudinal <br />103 psi <br />35.0 <br />D2105 <br />161 <br />MPa <br />241 <br />Circumferential <br />103 psi <br />70.0 <br />D1599 <br />151 <br />MPa <br />483 <br />Tensile modulus <br />Longitudinal <br />106 psi <br />3.0 <br />02105 <br />161 <br />. <br />Circumferential <br />GPa <br />.108 psi <br />20.7 <br />4.2 <br />— <br />— <br />GPa <br />29.0 <br />Compressive strength <br />Longitudinal <br />103 psi <br />35.0 <br />— <br />142 <br />. <br />MPa <br />241 <br />Compressive modulus <br />Longitudinal <br />106 psi <br />3.0 <br />— <br />142 <br />GPa <br />20.7 <br />Long-term hydrostatic <br />design basis <br />Static <br />103 psi <br />31.5 <br />D2992(B) <br />- <br />- <br />MPa - <br />217 <br />Cyclic <br />103 psi <br />8.0 <br />02992(A) <br />— <br />VIPs <br />55 <br />Poisson's ratio3 <br />V" _ 0.16' — — <br />v _ 0.26 — — <br />1) Based an structural wall thickness. <br />2) Amemn test method. <br />3) The (Inst subscript denotes the direction of corltmcdon <br />and the second that of the applled stress. <br />x denotes IongRudinal direction. <br />y denotes drcumferentlel dlrectlon. <br />Nominal <br />Pipe Size <br />Stiffness Factor' <br />(in) (mm) <br />(Ib-in3Anj (N -m) <br />2 50 <br />45 5.1 <br />3 80 <br />75 8.5 <br />4 100 <br />60 6.8 <br />6 150 <br />275 31.1 <br />1) At5%deaectlon. <br />