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UL/ULC Listed Red Thread® IIA Piping System RED THREAD IIA PIPING RED THREAD IIA RED THREAD IIA Primary Piping Secondary Containment Piping Nom. Pipe Size Part Number Pipe Length Nom. Pipe Size Part Number Pipe Length (In.) mm (ft) (In.) mint (ft•) 2 50 011020-069-1 15 3 80 011030-069-4 15 2 50 011020-069-2 22-25 3 80 011030-069-5 22-25 2 50 011020-069-3 26-30 3 80 011030-069-6 26-30 3 80 011030-069-1 15 4 100 011040-077-5 15 3 80 011030-069-2 22-25 4 100 011040-069-5 22-25 3 80 011030-069-3 26-30 4 100 011040-077-6 26-30 4 100 011040-071-1 15 6 150 011060-120-5 15 4 100 011040-069-2 22-25 1 6 150 1011060-120-4 22-25 4 100 011040-071-3 26-30 6 150 011060-120-6 26-30 DIMENSIONAL DATA Nominal External Pressure Nominal Wall Max. Rating Nominal Nominal Nominal Pressure/ Mill Test Pipe I.D. O.D. Thickness Weight Temperature Pressure (Psig/P�Fa) Size (In./ ( ) ( ) (In./mm) �_ ) g (psig/MPa) min) In./mm In./mm Thickness (lbs./ft./k m Max. Rating 75°F/240C 150°F/660C (In./mm) 2 2.235 2.375 .070 0.5 250 psig @ 150°F 375 85 80 50 57 61 1.78 0.74 1.72 MPa @ 66`C 2.59 .57 .55 3 3.360 3.500 .070 0.7 175 psig @ 150OF 300 36 34 80 85 90 2.54 1,04 1.21 MPa @ 66°C 2.07 25 .23 4 4.360 4.560 .085 1.2 125 psig @ 150°F 265 34 30 100 111 116 2.16 1.79 0.86 MPa @ 66°C 1,83 .23 .21 RED THREAD IIA Pipe Bending Radius, Minimum PROPERTY psi @ 75°F MPa @ 24`C psi @ 150OF MPa @ 66°C KM2 Axial Tensile(ASTM D2105) 3" 4" 6" Ultimate Stress 10,300 71,0 8,200 56.5 Design Stress 2,575 17.8 2,050 14.1 110 140 204 Modulus of Elasticity 1.82 x 106 12548 1.42 x 106 9791 33.5 42.7 62.2 Axial Compression (ASTM D695) Ultimate Stress 33,300 230.0 25,600 177.0 m All values except pressure-temperature maximum rating are nominal values.Tolerances Design Stress 8,300 57.2 6,400 44.1 or maximum/minimum limits can be obtained Modulus of Elasticity 1.26 x 106 8687 .89 x 106 6136 from Smith Fibercast. (2) All sizes can accept full vacuum pressures Beam Bending(SFPTM) at maximum temperature ratings. Ultimate Stress 23,000 159.0 19,200 132.0 (3) ultimate and allowable design stresses are Design StreSS(4) 2,900 20.0 2,400 16.5 based on minimum reinforced wall thickness. Modulus of Elasticity 2.18 x 106 15031 1.70 x 106 11721 PipD2e i manufactured in compliance with ASTM 996. (Long Term per ASTM D2925) (4) Design bending stress is Ve of ultimate to Hydrostatic Burst(ASTM D1599) account for combined stress(i.e. bending and pressure). Ultimate Hoop (5) Design stress is based on long term cyclic Tensile Stress 34,000 234 39,200 271 fatigue data using ASTM D2992 test method. Hydrostatic Design(ASTM D2992) 2"-3" 2`&3" 2"&3" 2"&3" However, all testing is not complete at time of Procedure A 9,410(5) 64.9(5) 7,400(7) 51,&, printing. (6) For RED THREAD IIA pipe the hydrostatic Cyclic 150 x 106 4"-6" 4"-6" 4"-6" 4"-6' cyclic design stress was determined at 150'and Cycles 13,040(6) 89.9(6) 10,450 72.1 2WIF,, per ASTM D2992 Procedure A. Based on this data, the extrapolated value at 75OF is Coefficient of Linear 0.88 x 10-5 in./in./°F 13,030 psi. Thermal Expansion (SFPTM) 1.58 x 10-5mrn/mm/°C (7) For RED THREAD IIA pipe the hydrostatic Specific Gravity 1.8 cyclic design stress was determined at 75'and 200°F, per ASTM D2992 Procedure A. Based Flow Factor on this data, the extrapolated value at 15YF is Hazen-Williams Coefficient 1 150 17,400 psi. 4