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GENERAL SPECIFICATIONS AND f y Nominal Nominal Nominal Nominal Wall Nominal Mill Test Pressure Test Random Pipe Size"' I.D. O.D. Thickness Weigght Pressure-Temp. Pressure Max.Rating(ps'sg/MPa) Lenggths (in.) (in./mm) (in./mm) (in./mm) (Ibs.-ft/kg-m) Max.Rating (psig) 75°F/24'C 150`F/66°C (ft.1m) 2 2.235 2.375 0.070 0.4 250 psig @ 150°F 375 88 79 15 56.77 60.33 1.78 0.60 1.72 MPa @ 66.5°C 2.59 .61 .54 or 3 3.360 3.500 0.070 0.8 178 psig @ 150°F 300 29 24 22-25 85.34 88.90 1.78 1.19 1.21 MPa @ 66.5°C 2.07 .20 .17 5.0 4.360 4.530 0.085 1.0 125 psig @ 150°F 265 34 30 or P4 110.74 115.06 2.16 1.49 0.86 MPa @ 66.5`C 1.83 .23 21 6.7_7.6 TYPICAL PHYSICAL PROPERTIES") Bending Radius,Minimum Nominal PROPERTY 2',3",4"RED THREAD*IIA Pipe Pipe Size 2" 3" 4" psi @ 75°F 726,2 °C psi @ 150°F MPa @ 66°C inches Axial Tensile(ASTM D2105) Ft. 70 110 140 Ultimate Stress 15,200 13,300 91.7 Design Stress 3,800 3,325 22.9 Modulusof Elasticity 1.80 x 10° 1.4 x 10° 9653 m 21.3 33.5 42 7 Axial Compression(ASTM D695) 33,300 230.0 25,600 177.0 Ultimate Stress 8,300 57.2 6,400 44.1 (1)All values except pressure-temperature Design Stress 1.26 x 10' 8687 .89 x 10` 6136 maximum rating are nominal values_ Modulus of Elasticity Tolerances or maximum/minimum limits SFPTM can be obtained from Smith Fiberglass Beam Bending( ) Products Inc. Ultimate Stress 23,000 159.0 NA NA (2)All sizes can accept full vacuum pressures at Design Stresst°' 2,900 20.0 1,800 12.4 maximum temperature ratings. Modulus of Elasticity 2.18 x 10` 15031 1.79 x 10° 12342 (3) UL Listed 5"secondary containment piping (tong Term per ASTM D2925) and Non-UL Listed 6'secondary containment piping are also available from Hydrostatic Burst(ASTM D1599) Smith Fiberglass Products Inc. Ultimate Hoop 35,000 241.0 41,000 28;.0 (4) Ultimate and allowable design stresses are Tensile Stress based on minimum reinforced wall 2"&3" ]::4 :4' 3 2"&3" 2 y 3 thickness.Pipe is manufactured in Hydrostatic Design(ASTM D2992} " compliance with ASTM D2996. Procedure A 9.410°` ' 7,400' S1 (5) Design bending stress is 1/8 of ultimate to Cyclic 150 x 10' 4' 4" 4` account for combined stress(i.e.bending Cycles 13,030"' "' 10,450 72.1 and pressure). (6) Design stress is based on long term cyclic Coefficient of Linear 0.$8 x 10}in./in:/°F fatigue data using ASTM D2992 test Thermal Expansion(SFPTM) 1.58 x 10`mm/mm/'C method. However,all testing is not complete at time of printing. Specific Gravity 1.8 (7) For RED THREAD IIA pipe the hydrostatic Flow Factor cyclic design stress was determined at 150' Hazen-Williams Coefficient 150 and 200°F,per ASTM D2992 Procedure A. Based on this data,the extrapolated value at 75°F is 13,030 psi_ (8) For RED THREAD IIA pipe the hydrostatic cyclic design stress was determined at 75° and 200°F,per ASTM D2992 Procedure A Based on this data,the extrapolated value at 150°F is 7,400 psi. ft is the policy of Smith Fiberglass Products to improve its products continually.In accordance with that policy,the right is reserved to make changes in specirrcations, descriptions and illustrative material contained in this manual as conditions worrant.The information contained herein is general in nature and is not intended to express any warranty of any type whatsoever not shalt any be implied. .E.VER ARE' SMITH ISO 900 SM11TH FIBERGLASS PRODUCTS INC. _ A Subsidiary of A.O. Smith Corporation 2700 West 65th Street • Little Rack,Arkansas 72209-8592 •Telephone(501)568-4010 • FAX (501)568-4465 URL: http://www.aosmith.com/sfp CCopyright 1992 Smith Fiberglass Products Inc. @ and T"Trademarks of Smith Fiberglass Products Inc. PRINTED IN U.S.A. 7.SM1196