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e Mar• 24u�2005.:10:09gM9163Wt Environmental 832;5152 &� No•8048 P: 5 95 <br /> Typical mechanical Method <br /> properties Pipe Property' Units Value, ASTM ATM° <br /> Tensile strength <br /> Longitudinal 103 Psi 35.0 02105 161 <br /> Circumferential 103 psi 70.0 D1599 151 <br /> Tenslle modulus <br /> Longitudinal 106 psi 3.0 02105 161 <br /> Circumferential 106 psi 4.2 — — <br /> COmpressive strength <br /> Longitudinal 103 psi 35.0 — 142 <br /> Compressive modulus <br /> Longitudinal 106 psi 3.0 — 142 <br /> Long-tem hydrostatic <br /> design basis <br /> Cyclic 103 psi 8.0 D2992(A) — <br /> Poisson's ratlos <br /> ve _ 0.16 — — <br /> v <br /> 026 — — <br /> 11 Based on SVVCIVMI wau thlcknara, - <br /> 2) Ameran wx method. <br /> 3) The ent Butacrlpt denotes the dlrewdon of comallon <br /> and the second that of the sppaed stress. <br /> S Bette a IPnglSadtnal dieodon. <br /> Y denotes chnumrerbnnai dirm ibn. <br /> Nominal Stiffness <br /> Pipe Size Factor' <br /> (m) (mm) — Wtn'AO <br /> 2 50 46 <br /> 3 BO 75 <br /> A 100 60 <br /> 6 150 275 <br /> 1) At5%daft tlan. <br /> Banding radius Minimum Maximum Minimum <br /> Nominal Bending Deflection Length Required <br /> Pipe Size Radius' per 20-ft Joint for 10'Cheng* <br /> n mm) (ttl _...(ft) <br /> 2 50 75 15 13 <br /> 3 BD 100 10 20 <br /> 4 100 1511 7.5 27 <br /> 8 150 200 5 40 <br /> 1) At rated presewe.ShWI r bells may agate eabe*alue Sviam conoanhatiara.Do not bend <br /> Obs unfl adhealva tae cued. <br /> 3 <br />