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UL/ LJLC listed Fled ThreadO it APipirLcj ,yterjt RED THREAD IIA PIPING RED THREAD IIA Primary Piping RED THREAD IIA Secondary Containment Piping Nom . Pipe _ Pipe Nom. Pipe - -- Pipe Size Part Length Size Part Length (In ./rnm ) Number (ftv) (ht .Inmr) Number (ft. ) _ 2 50 011020-069- 1 15 Oji 3 80 011030-0604 15 2 50 011020-069-2 22-25 3 80 011030-069-522-25 - 2 30 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 6 150 011050. 120-4 22.25 4 '100 011040-071 -3 26-30 6 150 011060120-6 26-30 DIMENSIONAL DATA Nominal Nominal Mill Pipe Nominal Nominal Wall Nominal Pressure/ Test External Pressure Size LD , O . D . Thickness Weight Temperature Pressure Max. Rating (psig/MI' a) (inJmm) (in ./mm) (in.hnm) (in,/mrn) (IbsJftJkg-rm) Max. Rating (psigHbiPa ) 75° F/240C 150OF166 °C 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 C(p 664-C 2 . 59 .57 .55 3 3.360 3. 500 .070 0 .7 175 psig @ 150°F 300 36 34 80 85 f10 2 . 514 1 .04 1 .21 MPa ((V66 ' 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 6 6.408 6 . 678 . 135 2 .4 NA 265 22 20 150 163 170 3A3 3 .51 NA 1 . 83 . 15 . 14 TYPICAL PHYSICAL PROPERTIES") PROPERTY RED THREAD' IIA Pi a Bending Radius , Minimum MPa ril Nominal psi @ 75 F @ 24 °C psi @ 150° F MPn (1' 66"C Pipe Size 2" 3" 4" 6" Axial Tensile (ASTM OD2105) - inches Ultimate Stress 10,300 71 A 81200 56.5 Design Stress 21575 17.8 21050 14fit Ft, 75 110 140 204 Modulus of Elasticity 1 .82 x 10'• 12548 1 .42 x 10 9791 Axial Compression (ASTM D695) 230.0 254600 117TO m '21 .3 33. 5 42.7 622 Ultimate Stress 33,300 Design Stress 1 26�� 0( 5742 61400 gg x�O(Modulus of Elasticity (1 ) Ail values except pressure4emperalure Beam Bending (SFPTM) maximum rating are nominal values. Tolerances or Ultimate Stress 23,000 159.0 19,200 . maximum/minimum limits can be obtained from Smith Design Stress(" 21900 20.0 21400 16. 5 Fibercesl. Modulus of Elasticity 2. 18 x 10+ 15031 1 .70 x 101' 11721 (2) All sizes can accept full vacuum pressures at (Long Term per ASTM D2925) maximum temperature ratings. -- (3) Ultimate and allowable design stresses are Hydrostatic Burst (ASTM D1599) based on minimum reinforced wall thickness. Pipe Is Ultimate Hoop 34 ,000 234 390200 271 manufactured in compliance with ASTM D2996, Tensile Stress (4 ) Design bending stress is 118 of ultimate to account for combined stress (Le, bending and Hydrostatic Design (ASTM D2992) 2" - 3" 22% 3" 2'K 3` prossure). Procedure A 91410"; 64 cr " 7 ,40001 5'i ' Cyclic 150 x 105 4" - 6" 4 " - 6' 4" • 6" 4fi' (5) Design stress is based on long term cyclic fatigue " • data using ASTM D2992 test method. However, all Cycles 13,04010 H9. it'qs 10,450 72. 1 testing is not complete at time of printing. (6) For RED THREAD IIA pipe the hydrostatic Coefficient of Linear 0.88 x 1045 In ,lin .PF cyclic design stress was determined at IW and Thermal Expansion (SFPTM) 1 .58 x 10'nmt/mm!`C 200°F, per ASTM D2992 Procedure A. Based on this data, the extrapolated value at 75'F is 13,030 psi. Specific Gravity 118 (7) For RED THREAD IIA pipe the hydrostatic cyclic Flow Factor design stress was determined at 75° and 200` F, per Hazen•Williams Coefficient 150 ASTM D2992 Procedure A. Based on this data , the extrapolated value at 150°F is 7,400 psi. 4 i I