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- Nominal <br />Nominal <br />Nominal <br />Nominal Wall <br />Nominal I <br />Ultimate Stress <br />Mill Test I <br />External Pressure <br />Random <br />Pipe Size"' <br />I.D. <br />O.D. <br />Thickness <br />Weight <br />Pressure -Temp. <br />Pressure <br />Max. Rating (psigfMPa) <br />Lenggths <br />(in.) <br />(in./mm) <br />(in./mm) <br />(in./mm) <br />(Ibs.-ft./kg-m) <br />Max. Rating <br />(psig) <br />75'F/24 1501/66 C <br />(ft./r.) <br />2 <br />2.235 <br />2.375 <br />0.070 <br />0.4- _. <br />250 prig @ 150° F <br />375 <br />88 <br />- 79 <br />15 <br />Beam Bendina iSFPTM) <br />r nate Stress <br />or <br />3 <br />3.360 <br />3.500 <br />0.070 <br />0.8175 <br />psig @ 150° F <br />300 <br />29 <br />24 <br />22-25 <br />85 34 <br />88.90 <br />1.78 <br />i.19 <br />1.21 MPa @ 66.5,C 1 <br />2.07 <br />.20 <br />.17 <br />5.0 <br />4.360 <br />4.530 <br />0.085 <br />1.0 <br />125 psig @ 150° F <br />265 <br />34 30 <br />Tensile Stress <br />4 <br />I <br />PROPERTY 1 2", 3", 4" RED THREAD® IIA Pipe <br />psi @ 75°F I Maa �) 2 VC jpsi @ 150°f I MPa <br />Axial Tensile (ASTM D2105) <br />Pipe Size <br />Ultimate Stress <br />15,200 <br />104.8 <br />13,300 <br />91.7 <br />Design Stress <br />3,800 <br />26.2 <br />3,325 <br />22.9 <br />Modulus of Elasticity <br />1.80 x 106 <br />12411 <br />1.4 x 106 <br />9653 <br />Axial Compression (ASTM D695) <br />33;300 - <br />230.0- <br />-25,600 <br />"T77.0 <br />Ultimate Stress <br />8,300 <br />57.2 <br />6,400 <br />44.1 <br />Design Stress <br />1.26 x 106 <br />E687 <br />.89 x 106 <br />6136 <br />Modulus of Elasticity <br />Beam Bendina iSFPTM) <br />r nate Stress <br />23,000 <br />NA <br />Design Suess' <br />2,700 <br />i <br />1 300 <br />I Modulw of E'astidt�.+ <br />2.18 x 10° <br />1.79 x 10' <br />i <br />(Long Term per ASTM D2925) <br />Hydrostatic Burst (ASTM D1599) <br />Ultimate Hoop <br />35,000 <br />_ .. <br />41,000 <br />28 1 <br />Tensile Stress <br />I <br />Bending Radius, Minimum <br />Nominal <br />Pipe Size <br />2" <br />3" <br />4' <br />inches <br />Ft. <br />70 <br />110 <br />140 <br />m <br />21.3 <br />33.5 <br />42.7 <br />(1) All values except pressure -temperature <br />maximum rating are nominal values. <br />Tolerances or maximum/minimum limits <br />can be obtained from Smith Fiberglass <br />Prrducts Inc. <br />(2) All s!z 2n accept full vacuum pressur_­ it <br />rnaximumn temperature ratings. <br />(3) UL Listed 5" secondary containment pip ng <br />and Non -UL Listed 6" secondary <br />containment piping are also available from <br />Smith Fiberglass Products Inc. <br />(4) Ultimate and allowable design stresses are <br />based on minimum reinforced wall <br />2" & 3' thickness. Pipe is manufactured in <br />Hydrostatic Design (ASTM D2992) PROFESSIONAL compliance with ASTM D2996. <br />Procedure A 91410I)M i (3) Design bending stress is 1/8 of ultimate to <br />Cyclic 150 x 10° 4" I 4" account for combined stress (i.e. bendir <br />Cycles �on Taken p�W, C tS and pressure): <br />(6) Design stress is based on long term cyc',c <br />1 Coefficient of Linear Revise and Rests in./in./'F Rejected fatigue data using ASTM D2992 test <br />Thermal Expansion (SFPTNI) I method. However, all testing is not <br />complete at time of printing. <br />Correction or comments m on the shop drawings durin§ p' p g <br />Specific Gravity (7) For RED `HREAD IIA pipe the hydrostatic <br />Flow Factor ! this review d0 not relieve Contractor from CcNttpiianCe w!tjt cyclic design stress was determined at 150- <br />Hazen -Williams Coefficient I requirements of the dra s acyl speeificatans. Th r[5 and 200 'F1 per ASTM D2992 Procedure a. <br />eheek is only -for —r®via l of c[e^' "` `;t�fCrn"'e"� e w th thlg Based r -his data, the extrapolated vaiue at <br />design mr[cept 75--F is ' 3.030 psi. <br />the information giver> ' "•t="[ .:ontrac- (8) For REE- "READ IIA pipe the hydrostatic <br />tQC is responsible for " "is :r, 's srtl" cyclic aes gn stress was determine'! at 75 <br />ties anO difirensions. ri :r+ ++ri e5Se5 and and 200-F, per ASTM D2992 Procedure A. <br />techniques of construction. work with that of Based on :his data, the extrapolated value at <br />all other trades, and performing the work in a safe and 150°F is 7,400 psi. <br />satisfactory manner. The above action is contingent upon <br />no increase in contract price extension of contracttime. <br />It is the policy of Smith Fiberglass Product l"foatp r E s continua y. ordance with that policy, the right is reserves 'o make changes in specifications, <br />descriptions and illustrative material contained in this manual as conditions warrant. The information contained herein is general in r.cture and is not intended to express :ry <br />warranty of any type whatsoever nor shall any be implied. <br />' ISO 11 <br />11 <br />A77T7 Little RocM, AR A3477 Wichda;� KS <br />c�Qcor nc <br />• <br />A Subsidiary of A.O. Smith Corporation <br />2700 West 65th Street • Little Rock, Arkansas 72209-8592 • Telephone (501)568-4010 • FAX (501)568-4465 <br />URL: http://www.aosmith.com/sfp <br />QCopyright 1992 Smith Fiberglass Products Inc. <br />and '" Trademarks of Smith Fiberglass Products Inc. PRINTED IN U.S.A. 7.51VIi 196 <br />