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UL/ULC Listed RED•THREAD° IIA Piping • <br /> PIPE DIMENSIONS AND RATINGS <br /> DIMENSIONAL DATA <br /> Nominal Nominal Nominal Nominal Wall Nominal Mill Test External Pressure Random <br /> Pipe Sizew I.D. O.D. Thickness Weight Pressure•Temp. pressure Max.Rating(psig/MPa) Lengths <br /> (in.) (in./mm) (in./mm) (in./mm) (lbs:ft.7kg-m) Max.Rating (psig) 75°F/24°C 150'F/66°C (ft. m) <br /> 2 2.235 2.375 0.070 0.4 250 psig @ 150°F 375 85 81 15 <br /> 56.77 60.33 1.78 0.60 1.72 MPa @ 66.5'C 2.59 .57 .56 or <br /> 3 3.360 3.500 0.070 0.6 175 psig @ 150'F 300 36+30 <br /> 34 22-25 <br /> 85.34 88.90 1.78 1.19 1.21 MPa @ 66.51C 2.07 .2523 <br /> 4 4.360 4.530 0.085 1.0 125 psig @ 150°F 265 34 00110.74 115.06 2.16 1.49 0.86 MPa @ 66.5°C 1,g3 .2321 6.7-7.6 <br /> TYPICAL PHYSICAL . . • . <br /> PROPERTY 2',3',4'RED THREAD'IIA Pipe Bending Radius,Minimum <br /> psi @ 75°F MPa @ 24°C psi @ 150°F MPa @ 66°C Nominal <br /> Axial Tensile(ASTM D2105) Pipe Size 2" 3" 4' <br /> Ultimate Stress 10,300 71.0 8,200 56.5 inches <br /> Design Stress 2,575 17.8 2,050 14.1 <br /> Modulus of Elasticity 1.82 x 101 12548 1.42 x 10' 9791 Ft. 75 110 140 <br /> Axial Compression(ASTM D695) 33,300 230.0 25.600 177.0 <br /> Ultimate Stress 8,300 57.2 6,400 44.1 m 21.3 33.5 42.7 <br /> Design Stress <br /> Modulus of Elasticity 1.26 x 10° 8687 .89 x 10` 6136 <br /> Beam Bending(SFPTM) <br /> Ultimate Stress 23,000 159.0 19,200 132.0 <br /> Design Stress"' 2,900 20.0 2,400 16.5 <br /> Modulus of Elasticity 2.18 x 10` 15031 1.70 x 101 11721 <br /> (Long Term per ASTM 02925) <br /> Hydrostatic Burst(ASTM D1599) <br /> Ultimate Hoop <br /> Tensile Stress 35,000 241.0 41,000 283.0 <br /> Hydrostatic Design(ASTM D2992) 2"&3" 2"&3" 2"&3" 2"&3" <br /> ProcedureA 9,41 D') 64.9'° 7,400"' 51'°� <br /> Cyclic 150 x 101 4" 4" 4" 4" <br /> Cycles 13,030"' 89.80, 10,450 72.1 <br /> Coefficient of Linear 0.88 x 10'In/An./°F <br /> Thermal Expansion(SFPTM) 1.58 x 1Wmmmm/°C <br /> Specific Gravity 1,8 <br /> Flow Factor <br /> Hazen-Williams Coefficient 150 <br /> (1) All values except pressuretemperalure (6) Design stress is based on long term cyclic fatigue <br /> maximum rating are nominal values.Tolerances or data using ASTM 02992 test method.However,all <br /> maximum/minimum limits can be obtained from testing is not complete at time of printing. <br /> Smith Fibercast (7) For RED THREAD IW pipe the hydrostatic <br /> (2) All sizes on accept full vacuum pressures at cyclic design stress was determined at 150°and <br /> maximum temperature ratings. 200°F,per ASTM D2992 Procedure A.Based on this <br /> (3) Non-UL listed 6"secondary containment piping is data,the extrapolated value at 75°F is 13,030 psi. <br /> also available from Smith Fibercast. (8) For RED THREAD IIA pipe the hydrostatic cyclic <br /> (4) Ultimate and allowable design stresses are design stress was determined at 75and 2007,per <br /> based on minimum reinforced wall thickness.Pipe is ASTM D2992 Procedure A.Based on this data,the <br /> manufactured in compliance with ASTM D2996. extrapolated value at 1507 is 7,400 psi. <br /> (5) Design bending stress is 1/8 of ultimate to <br /> account for combined stress(i.e.bending and <br /> pressure). <br /> 4 <br />