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Bending Radius, Minimum <br />Nominal <br />Pipe Size 2" 310 4" 6" <br />(Inches) <br />Ft. 75 110 140 204 <br />111 21.3 33.5 42.7 62.2 <br />1) All values excep pressure-temperature <br />maximum rating are nornIn21 values. To erances <br />or maximum/minimum limits can be obtained <br />from Smith Flbercast. <br />(2) All sizes can accept full vacuum pressures <br />at maximum temperature ratings. <br />(3) Ultimate and allowable design stresses are <br />based on minimum reinforced wall thickness. <br />Pipe Is manufactured In compliance with ASTM <br />D2996 <br />(4) Design bending stress Is 1 /8 of ultimate to <br />account for combined stress (i.e. bending and <br />pressure). <br />(5) Design stress is based on long term cyclic <br />fatigue data using ASTM D2992 test method. <br />However, all testing is rot complete at time of <br />printing. <br />(6) For RED THREAD IIA pipe the hydrostatic <br />cyclic design stress was determined at 150° and <br />200°F, per ASTM D2992 Procedure A. Based <br />on this data, the extrapolated value at 75°F Is <br />13,030 psi. <br />(7) For RED THREAD IIA pipe the hydrostatic <br />cyclic design stress was determined at 75° and <br />200°F, per ASTM 02992 Procedure A. Based <br />an this data, the extrapolated value at 150°F is <br />7h00 psi. <br />UL/ULC Listed Red Thread® IIA Piping System <br />RED THREAD IIA PIPING <br />RED THREAD IIA Primary Piping <br />Nom. Pipe Size Part Number Pipe Length <br />(ft.) (In.) mm <br />2 50 011020-069-1 15 <br />2 50 011020-069-2 22-25 <br />2 50 011020-069-3 26-30 <br />3 80 011030-069-1 15 <br />3 BO 011030-069-2 22-25 <br />3 BO 011030-069-3 26-30 <br />4 100 011040-071-1 15 <br />4 100 011040-069-2 22-25 <br />4 100 011040-071-3 26-30 <br />RED THREAD IIA <br />Secondary Containment Piping <br />Nom. Pipe Size Part Number Pipe Length <br />(ft.) (In.) mm <br />3 BO 011030-069-4 15 <br />3 80 011030-069-5 22-25 <br />3 BO 011030-069-6 26-30 <br />4 100 011040-077-5 15 <br />4 100 011040-069-5 22-25 <br />4 100 011040-077-6 26-30 <br />6 150 011060-120-5 15 <br />6 150 011060-120-4 22-25 <br />6 150 011060-120-6 26-30 <br />DIMENSIONAL DATA <br />Nominal External Pressure <br />Nominal <br />Pipe <br />Size (In./ <br />Nominal <br />I.D. <br />Nominal <br />0.D. <br />Wall <br />Thickness <br />(Inimm) <br />Nominal <br />Weight <br />Pressure/ <br />Temperature <br />Mill Test <br />Pressure <br />Max. Rating <br />(psig/MPa) <br />mm) (ininirn) (111/"1 "1) Thickness (lbs./ft./kg-in) Max. Rating (psig/MPa) 75°F/24°C 150°F/66°C <br />(Inimm) <br />2 2.235 2.375 .070 0.5 250 psig © 150°F 375 85 80 <br />50 57 61 1 78 0.74 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 />80 85 90 2.54 1.04 1.21 MPa @ 66°C 2.07 .25 .23 <br />4 4.360 4.560 .085 1.2 125 psig @ 150°F 265 34 30 <br />100 111 116 2.16 1.79 0.86 MPa © 66°C 1.83 .23 .21 <br />PROPERTY RED THREAD IIA Pipe <br />psi 6 75°F MPa 6 24°C psi 6 150°F MPa 6 66°C <br />Axial Tensile (ASTM D2105) <br />Ultimate Stress 10,300 71.0 8200, 56.5 <br />Design Stress 2,575 17.8 2,050 14.1 <br />Modulus of Elasticity 1.82 x 10 6 12548 1.42 x 106 9791 <br />Axial Compression (ASTM 0695) <br />Ultimate Stress 33,300 230.0 25,600 177.0 <br />Design Stress 8,300 57.2 6,400 44.1 <br />Modulus of Elasticity 1.26x 106 8687 .89x 10 6 6136 <br />Beam Bending (SFP1M) <br />Ultimate Stress 23,000 159.0 19,200 132.0 <br />Design Stress(4) 2,900 20.0 2,400 16.5 <br />Modulus of Elasticity 2.18x 10 6 15031 1.70x 106 11721 <br />(Long Term per ASTM D2925) <br />Hydrostatic Burst (ASTM D1599) <br />Ultimate Hoop <br />Tensile Stress 34,000 234 39,200 271 <br />Hydrostatic Design (ASTM D2992) 2"-3" 2" & 3" 2" & 3" 2" & 3" <br />Procedure A <br />Cyclic 150x 10 6 <br />9,410(5) <br />4"-6" <br />64.9 , , <br />4'.-6" <br />7,400(7) <br />4"-6" <br />51(8) <br />4"-6" <br />Cycles 13,040(6) 89 9 ' 10,450 72.1 <br />Coefficient of Linear 0.88 x 10 5 infin./°F <br />Thermal Expansion (SFPTM) 1.58 x 10 ' mni/nim/ C <br />Specific Gravity 1.8 <br />Flow Factor <br />Hazen-Williams CoeMcient 150 <br />4 <br />PAGE 77