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Typical <br /> 7s'z 24°C 230°r 93°C <br /> Pipe Property ---- —_ -- ----_-.-_—. Method <br /> Psi MPa psi MPa <br /> Axial Ti <br /> Uttim ate Stress 19 ,530 j 65. 7 6,535 i 45 .4 ASTM D21G5 <br /> Modulus of Elasticity 1.68 x 10' 11,584j 1.42 x lOs 19,791 ASTM 02105 <br /> Poisson's Ratio, v <br /> Axial Compression <br /> Ultimate Stress 112,510 86.3 j 8,560 59.0 ASTM D695 ! <br /> Modulus of Elasticity 0 .677 x 106 4 .668 C- 379 x l0e 2,613 ASTM D695 <br /> Beam Sanding — <br /> Modulus or Elasticity ( Long Term) 2. 6 x 106 17,927 0 .713 x LO° 4,951 ASTM 02925 <br /> Hydrostatic Burst <br /> _ Ultimate Hoop Tensile Stress 40,150 277 36 ;480 J 252 ASTIR D15_99 <br /> Hydrostatic Hoop Design Stress <br /> Static 20 Year Life LTHS - 95?n LCL - _ _ - 13 . 203 - 14,639_ 125 -5 - 131. 3 AS T NI 02992 - ? rocedure 3 <br /> Static i0 Year LifeLTNS - 915% LCL - 16 ,738 - 13 . 142 115 .7 - 90 . 6 ASTM 02992 - Procedure 3 <br /> Parana? Plate --- <br /> Hoop Modulus of Elasticity 102 x 10` _ 20 , 322 _ — AST iA 02412 <br /> Shear Modulus 1,76 x 106 12, L3S I- 63 x LO' 1I,250 <br /> T � iCG . ' fSiC ✓ i^ C . L., is U i_ . n � C �. 3i ' ! � i� j = J � b � i <br /> l <br /> --- - <br /> Pipe Property Value Value Method Size Collapse ?r's33s8i2Iw1(4) <br /> — -- - psig MPa <br /> Thermal 0.23 S T U -hrA F 0 4 '=r4(m'C ASTM D177 I in mm 73° F 1S0' F 24° C so C <br /> Conductivity <br /> 50 171 133 1. 22 0.92 <br /> Thermal 1. L3 G-39 <br /> I0.7x1/}� iniin 'F 19.3xLC-smin mm 'C ASTMDG96 3 30 171 129 <br /> Expansion 4 100 j 63 ' 51 0.48 0 . 335 <br /> Absolute 0-00021 in 0�0053 mm 0 150 69 51 0 . 48 0.35 <br /> Roughness <br /> Specific Gravity _ 1 . 3 —_ _ ASTM D792 ! ID ; <br /> I _ <br /> "' v.y = rhe r siio ai axial strain to hoop strain resultingirom stress in t'ne woo jirectlon. <br /> Vr°= The ratio of hoop strain to axial strainre<_uldngfromstressinthe axialuirec=.ion. size _ Standard Rain. dr0m <br /> "1 rhe differential pressure i)etween nternat and external pr>_ssure xhich causal collrose. <br /> in mm fE In z m <br /> "1 Auo' jasini f actorisrecommended for shorn dur-don vacuum sernce. A rui! 1ac❑um equal <br /> W14.7nslg f0.1o1 'aPardifferentlat pressure at sea .evel. =-6 50-150 15 ) 457 22-25 6.7-7.62 <br /> je,ign actoris recommended rnr sustained i;Inn2-term) ;Iifferenria! collause iressure <br /> design and operacien. <br /> ^laap a elci Irc3 :,, Ill , rod ,c=at. S -_ t'ochur . pr <br /> info ( ilialitnnasi n a , :ao c i nqr rte =rpure 5 . 73a � i . r �tonl • _j. ,. <br /> r L tial n 1 r ; Tram la. o n dc -lamnin '� ac Ira ana 731 1� a <br /> na dui , or ancr `larl nal 4 . IC 1 ara Nal as :ur _ <br /> '_San i JIt1T-- ; , ' Irs� � lli r nr an^. v_ , 7n1a'a� 7 " . nl Jf ; "^ IIIL� ny <br /> , , � i <br /> imii-i 'i' e ' I '; ? 7 i iia .T :IiiCl incl i3la < .., n'i Vai'rin . ": '- � r� . �' : : OU <br /> .cru > =d Or Mrilao. � , . . _ _ .�., . -ssr_nc� ' hu _ ul - . 1 - --: at_ <br /> virh17plus: 1 za s n " ;a"o ; ii as =? in '1'1<_ <br /> t:.racer. <br /> ri <br /> - . , ?0:1� :^i6 = . ., r•.iac ?017 <br /> Nx e <br /> AG/ Y •r , rt.�;� :,ails .:^,I - - , <br />