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10/18/2005 TUE 10:25 FAX 1)009/038 <br /> ULIULC Listed Red Thread(&t!A Piping System <br /> RED THREAD IIA PIPING <br /> �r RED THREAD IIA Primary Piping RED THREAD IIA Secondary Containment Piping <br /> Nom.Pipe Pipe Nora.Pipe Pipe <br /> Size Part Length Size Part Length <br /> p (InJmm) Number (1L) (Inlmm) Number (FL) <br /> �,' 2 7C 011020-OM1 15 3 011030-069-4 15 <br /> "�• 2 5':: 011020-069-2 22-25 3 b0 011030-069-5 22-25 <br /> 2 50 011020-069.3 20-30 3 6C', 011030-069.6 26-30 <br /> 3 011030.069-1 15 4 t( 011040-077-5 15 <br /> 3 ? 011030-0692 22-25 4 't'Ii 011040.069.5 22-25 <br /> 3 80 011030 069-3 26-30 4 011040-077-6 26.30 <br /> 4 011040-071-1 15 6 011050-120-5 15 <br /> 4 !_.^. 011040-069-2 22-25 6 15 011060-120-1 22-25 <br /> 4 011040-071-3 26-30 6 '.`C: 011060-120-6 26-30 <br /> IAMENSIONAL DATA <br /> Nominal Nominal Mill <br /> Pipe Nominal Nominal Wall Nominal Pressuref Test External Pressure <br /> Size III- O-D- Thickness Weight Temperature Pressure Max.Rating(psIglMPe) <br /> (InJmm) (InIn1M) (Inlhilo) pbs,Atlkgqn) Max.Rating (pslgAVN>a) 76OF1249C 16VFi66 C <br /> 2 2.235 2,375 .070 0.5 250 psig @ 150'F 375 85 80 <br /> -7 t7? ..78 i/. 1.72 M'r a(•-ca<,_ L 5; 6 h:7 <br /> 3 3.360 3.500 .070 07 175 psig @ 150°F 300 36 34 <br /> 4 4.360 4.560 .085 12 125 psig @ 150,E 265 34 30 <br /> 6 6.408 6.678 .135 2.4 NA 266 22 20 <br /> n7fi <br /> TYPICAL PHYSICAL PROPERTIESA' <br /> PROPERTY RED THREAD'IIA Pi Pe Nomal Sending Radius,Minimum <br /> si 75°F ria 2a`C s1 160'F MPs@66'C pe Size p � P @ � Pipe Size 2" 3" 4' 6° <br /> - - hitches <br /> Axial Tensile ASTM 02105) 1 i G 8,200 56 5 <br /> Design St essy 10300 <br /> $750 3 2,050 r, Ft 75 190 140 244 <br /> ModulusofElasticity 1.82x106 i<;`,^a 1.42x90° 3.'•3". <br /> Axial Compression(ASTM D595) m 9J <<2 `?.21 <br /> Ultimate Stross 33.300 t 25 fi00 <br /> Design Stress 8,300 ; - 6.404 <br /> Modulus of Elasticity 1.26 x 106 rt c'r .99 x lir <br /> (1)All values except pressure-iemperatnre <br /> Beam Bending(SFazl <br /> PTM) G,: , t mrnumranng are nominatvaues.Toleranccsur <br /> Udimate Stress 23,0D0 19,2.00 -� maximumiminhnurn IVnas can be obtained Eton 3rrllh <br /> Design Stresse 2,900 '11 i! 2,400 <5� rmercasl <br /> Modulus of Elasticity 2.19 x 101 Ys i 1.70 x 146 pu aze5 qn accept tui vacuum pressures at <br /> (Long Term per ASTM 02925) masirrum temperature ratings. <br /> (3) Ultimate and allowable design stresses an. <br /> Hydrostatic Burst(ASTM 01599) based an minimum relnrorced wall mltlrness.Pipe b <br /> Ultimate Hoop-• g4 000 '3,.•, 39,200 _;','; manuractured In compliancewrm ASTM 02996. <br /> Tensde Stress (4) Design bending stress is ije orutlmale to <br /> aCCouni for combined cress(i.e.bending and <br /> Hydrostatic Design(ASTM 02992) 2'-3- 219 3" 2`-S 3 pressure). <br /> Procedure A 9,4100 „'' 7,4000) (5) Design stress is based on long term cyclicTallgue <br /> Cyclic 1 sox 106 4'-5" 1 4--6' d" dila using ASTM 02992 lest method.However,all <br /> Cyr:les 13,D4De 8 t Fi' 10,450 >>1 testing is not complete al Ome or printing. <br /> Coefficient Of Linear 0.88 x 104 in fin TF (6) For REO THRl AOtlA Alpe the hydrdsietic <br /> uydic design stress way deterrrdned aI 1511'and <br /> Thermal Expansion(SFPTM) '• ' t• " Mn'F,perATrM 07999 Procedure A Based on this <br /> data,the extrapolated value at 757 Ig 13 p30 psi. <br /> Specific Gravity 10 (1) nor ltd)1HREAD IlA pipe me nydrostadc cyclic <br /> now Factor design Ores was determined ar Wand 2M F,per <br /> Helen-wdbams Coefficient 150 ASTM D2992 Procedure A Based on this data,the <br /> —^w extrapolated value ai 1507 Is 7,400 PN <br /> 4 <br />