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� <br />n <br />IC <br />� <br />Typical mechanical <br />Method <br />properties <br />Pipe Property --Units <br />--_—Value* ASTM <br />Ameron <br />` <br />Tensile strength <br />Longitudinal 103 psi <br />35.0 D2105 <br />161 <br />Circumferential 101 psi <br />78.0 D1599 <br />151 <br />Tensile modulus <br />Longitudinal 106psi <br />3.0 D21O� <br />161 <br />Civoumhpenbu| 106psi42 <br />-- <br />-_ <br />Compressive strength <br />Longitudinal 103 psi <br />35.8 -- <br />142 <br />Compressive modulus <br />Longitudinal 106 psi <br />3.0 -- <br />142 <br />Long term hydrostatic design basis <br />Su*mio 103 psi <br />31.5 D2992(8) <br />-- <br />Cyclic 103 psi <br />8.0 D2992(A) <br />-- <br />Poisson's ratio* ^~ <br />� — <br />0.16 — <br />— <br />0.26 <br />` Based onstructural wall thicknesses. <br />* The first subscript denotes the direction of contraction and the second that of the applied <br />stress. <br />xdenotes longitudinal direction <br />ydenotes circumferential direction. <br />Nominal Stiffness <br />Pipe Size Factor* <br />2 SO 45 <br />3 80 75 <br />4 100 60 <br />G 150 275 <br />*At 5%deflection. <br />Bending radius <br />Minimum Maximum <br />Minimum <br />Nominal Bending Deflection <br />Length Required <br />Pipe Size Radiust per 20 -ft Joint <br />for 100 Change <br />2 50 75 15 <br />13 <br />3 80 100 10 <br />20 <br />4 100 150 716 <br />27 <br />G 150 200 5 <br />40 <br />t/urated pressure. Sharper bends may create excessive stress mmn' <br />menummions.uOmOTuenupipounueunuoivoxeovumu. Consult <br />*memnC2VHTadhesive kit installation brochure <br />Fpus7for required <br />cure times. <br />� <br />n <br />IC <br />