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UL/ULC Listed Re� "hread® IIA Piping Sys' i RED THREAD IIA PIPING RED THREAD IIA RED THREAD IIA Primary Piping Secondary Containment Piping Nom. Pipe Size Part Number Part Number Pipe Length Nom. Pipe Size Pipe Length (In.) mm (ft.) (In.) mm (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 1 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 6 150 011060-120-4 22-25 4 1 100 011040-071-3 26-30 6 150 011060-120-6 26-30 DIMENSIONAL DATA Nominal Nominal External Pressure Nominal Nominal Nominal Pressure! Mill Test Pipe Wall Max. Rating Size (In./ I.D. O.D. Thickness Weight Temperature Pressure (prig/ ) (In./ ) (in./ ) (lbs./ft./ ) Max. Rating (psig/,,Pa) (InJmm) 750F/240C 150°F/660C 2 1 2.235 2.375 .070 0.5 250 psig @ 150'F 375 85 80 .78 3 3.360 3.500 .070 0.7 175 psig @ 150'F 300 36 34 4 4.360 4.560 .085 1.2 125 psig @ 150'F 265 34 30 1C 1.7c 0.86 h, ]D Er- '.83 .21 6 6.408 6.678 .135 2.4 20 psig @ 150'F 265 22 20 RED THREAD IIA Pie Bending Radius, Minimum PROPERTY psi @ 75'F psi @ 150'F a 6o Nominal Axial Tensile(ASTM D2105) Pipe Size 2" 3" 4" 6" Ultimate Stress 10,300 8.200 56.5 (inches) Design Stress 2,575 2.050 14.1 Ft. 75 110 140 204 Modulus of Elasticity 1.82 x 105 1.42 x 105 _-91 m 21.3 33.5 42.7 62.2 Axial Compression (ASTM D695) (1) All values except pressure-temperature Ultimate Stress 33,300 230.0 25.600 177.0 maximum rating are nominal values-Tolerances Design Stress 8,300 57.2 6.400 44.1 or maximumiminimum limits can be obtained Modulus of Elasticity 1.26 x 10589 x 105 ?34Z from smith Fibercast. SFPTM (2) All sizes can accept full vacuum pressures Beam Bending( ) at maximum temperature ratings. Ultimate Stress 23.000 55.0 19,200 132_u (3) Uitimate and allowable design stresses are based on minimum reinforced wall thickness Design Stress(4) 2.900 20.0 2,400 16.5 Modulus of Elasticity 2.18 x 105 15031 1.70 x 106 11721 pis manufactured in compliance with ASTD.4 (Long Term perASTM D2925) (4) Design bending stress is t;s 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 39,200 fatigue data using ASTM D2992 test method Hydrostatic Design (ASTM D2992) 2"-3" 2 2-$3" However. all testing is not complete at time of printing Procedure A 9.410(5) 64.9(5) 7,400m 51(8) (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) 1 10,450 1 72 200'F, per ASTM D2992 Procedure A Based on this data,the extrapolated value at 75`F is Coefficient of Linear 0.88 x 10-5 in./in./'F 13.030 psi. Thermal Expansion(SFPTM) 1.58 x 10-Smm/mnVC (7) For RED THREAD IIA pipe the hydrostatic cyclic design stress was determined at 75'and Specific Gravity 1.8 200'F, per ASTM D2992 Procedure A Based Flow Factor on this data,the extrapolated value at 150'F is Hazen-Williams Coefficient 150 7.100 psi 4