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ULJULC Listed Red Threw Piping System <br /> RED THREAD IIA PIPING <br /> MM THIZEAD IIA Primary Piping RM THREM IIA Secondary Containment Piping <br /> Nom.Pipe Pipe Nom Pipe Pipe <br /> Size Part Length Size Part Length <br /> QnJmm) Number (ft.) (lnJmtra) Number (ft.) <br /> 2 50 011020-069-1 15 3 80 011030-069-4 15 <br /> a s;, 2 .50 011020-069-2 22-25 3 80 011030-069-5 22-25 <br /> 2 50 011020.069-3 26-30 3 30 011030-069-6 26-30 <br /> 3 80 011030-069-1 15 4 100- 011040-077-5 15 <br /> 3 W 011030-069-2 22-25 4 100 011040-069-5 22-25 <br /> 3 80 011030.069-3 26-30 4 100 011040-077-6 26-30 <br /> 4 1001 011040.071-1 15 6 150 011060-120-5 15 <br /> 4 100 01104(.14)(39-2 22-25 6 11"U UllUb'U-120-4 22-29 <br /> 4 100 011040-071-3 26-30 6 150 0110 -120-6 26-30 <br /> DIMENSIONAL DATA <br /> Nominal Nominal Mill <br /> Pipe Nominal Nominal Wall Nominal Pressure! Test External Pressure <br /> Size I.D. Q.D. Ttddcness Weight Temperature Pressure Max.Rating(psigfMPa) <br /> (In./mm) (InJmm) (In./mm) (InJmm) QbL.4Ukg-m) Max.Rating (pslgfmpa) 76 F124`C 160'FWC <br /> 2 2 235 9 375 070 0 5 750 prig n 150°F 375 85 80 <br /> 50 57 61 1.78 034 1.72 MPa @ 66"C 2.59 .57 .55 <br /> 3 3.360 3.500 .070 0.7 175 psig @ 150°F 300 36 34 <br /> 60 15 90 2.54 1.04 1.21 MPa(c1)66'C 2.07 25 . <br /> 2.3 <br /> 4 4.360 4.560 .085 1.2 125 psig @ 150°F 265 34 30 <br /> 100 ill '116 216 1.79 3.36 tAl a Q 66'C 1.33 .23 21 <br /> 6 6.408 6.678 .135 2.4 NA 265 22 20 <br /> 150 163 170 3.43 3.51 NA 1.83 .15 .14 <br /> TYPICAL PHYSICAL PROPERTIES('' <br /> PROPERTY RED I REAIr 11A Pit Pe al Bending Radia,Mlrdmum <br /> MPa 24°C psi@160T 160T MPa 66°C peNomz <br /> psi @ 76°F � � Pipe Size 2' 3' 4' 6° <br /> Axial ensile 1 inches <br /> UlLiaraisSuess 10300 71.0 8,200 56.6 <br /> Design Stress 2, 75 1 7 8 1.42x008 141 Ft 75 110 940 2O4 <br /> Modulus of Elasticity 1.82 x 108 <br /> 91 <br /> Axial Compression(ASTM D695) 230 0 25,600 177.0 m 21.3 33.5 42.7 62.2 <br /> Ultimate Stress 8,3 00 57.2 6,400 44.1 <br /> 1.26x 1Os <br /> Design Stress 2 8687 .89x 108 6136 <br /> Modulus of Elasticity 6 x 9 <br /> (1) All values except pressure-temperature <br /> Beam Bending(SFPTM) maximum rating are nornmal values.Tolerances or <br /> Ultimata Stress 23159.0 19,200 132.0 maximurdmintnurr limits can be obtained from Smith <br /> ODD <br /> Design Stfesse 2. O X0.0 2,400 '16.5 Fibercast. <br /> Modulus of Elastic' 2.1 B x 108 1,,031 1.70 x 108 11721 (2) All des carr accept full vacuum pressures at <br /> (Long Term per ASTM D2925) maximum temperature ratings. <br /> (3) Ultimate and allowable design stresses are <br /> Hydrostatic Burst(ASTM D 1599) based on minimum reinforced wall thickness.Pipe is <br /> Ultimate H oop 0Q0 234 39,200 271 manufactured lo compliance with ASTM D2996. <br /> Tensile Stress (4) Design bending stress is lie of ultimate to <br /> account for combined stress(t e.banding and <br /> Hydrostatic Design(ASTM D2992) 2'-3' 2'8 3" 2'&7 213 pressure). <br /> Procedure A 9,4100 64.9 7,400@ 514 (5) Design stress is based on long terra cyclic fatigue <br /> Cyclic 1.% <br /> x I06 4'- <br /> 6" 4"-6" 4'-6° 4"-6„ dda using ASTM D2992 test methal.However,of <br /> 13,040e 89.9 10,450 72.1 testing is not compiete at time of printing. <br /> 0.88x1Q�infinJ°F (6) For RED THREAD IIA pipe the hydrostatic <br /> Coefficient of Linear cyclic design stress was determined at 150°and <br /> Ttlerinai Expamim(SFPTM) 1.50 x 101mmimrn!'C 200°F,per ASTM D2992 Procedure A.Based on this <br /> data,the extrapolated value at 75'F Is 13,030 pit <br /> SS ecfic Gravity 1•8 (7) For RED THREAD IIA pipette hydrostatic cyclic <br /> Row Factor design 950 ASTM D2per stress992 Procedure A.Based on this data,the <br /> Hazen-Williams Coafficierrt <br /> extrapolated value at 15mF Is 7,400 psi. <br /> 4 <br />