Design Guide: Supporting FRP Piping Systems

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Britt Engineering Associates, Inc. Birmingham, ALLDesign Guide: Supporting FRP Piping SystemsBy: Frank Britt PEThis paper presents a method of analysis andillustrations of typical supports that weredeveloped specifically for FiberglassReinforced Plastic (FRP) Pipe. Britt EngineeringAssociates manufacturers a complete family ofpipe and duct supports. These designs includefeatures resulting from suggestions by designengineers and construction people who havedetermined how improvements would makethe design and installation easier and faster.This family of designs is 30 years old and yetcontinues to grow and improve because welisten to the people who use them.In the late 60's and early 70's, FRP materialswere being developed that would propel themarket of FRP pipe to new heights. FRP wasbeing specified in new applications where onlyspecialty alloys had been used and, as theapplications expanded, FRP was becoming thecomplete problem solver. Resin manufacturerswere developing new Polyester and VinylEsters. Fabricators were developingmanufacturing methods that improved qualityand reduced costs. In 1974 reports indicatedthat corrosion applications of FRP were to bethe growth industry of the future, but aboutthat same time some users were finding thatfrequent piping failures were causing concern.One of the major manufacturers of resinsdetermined that most of the piping failurescould be eliminated through the use of propersupports, guides, and anchors. The technicalinformation presented in this catalog is theresult of the cooperative effort of thismanufacturer and an engineering firm thatresulted in the installation of a completelysuccessful system that used FRP almostexclusively. These principles of pipe designalong with the supports in this catalog havebeen used in thousands of piping systems withcomplete success.When deviations to catalog standards arerequired, Britt Engineering Associates isprepared to provide design assistance and isequipped to furnish any specials that might berequired. Britt Engineering Associates iscontinually cooperating with engineers,designers, and construction personnel in thespecification of hangers and supports, and willassist in the interpretation of applicable pipingcodes. All supports are manufactured in the USusing domestic materials only.Britt Engineering Associates supports arealmost always made to order since the outsidediameter of FRP pipe varies depending on themanufacturer, wall thickness, and corrosionliner thickness. Being custom made it isimportant to order the supports as early in theschedule as possible. The company will workclosely with your engineering and purchasingdepartment to insure the best possible fit up ofsupport to the pipe and that schedules are met.The supports illustrated in this paper areintended for installation and service asdesigned and specified herein. Exceedingsupport spans, hanging one pipe beneathanother, lack of component support andattempting to modify supports are someexamples of misapplication. If there is aquestion about application, call BrittEngineering Associates. Our supports are

Britt Engineering Associates, Inc.Birmingham, ALmanufactured to comply with strict standardsand care must be exercised to prevent misuse.How do I start? Review piping specifications.Review piping drawings.Review structural drawingsReview valve and fitting specifications.Locate possible hanger locations.Analyze thermal movement, stress, and flexibility of the piping system.Calculate hanger loads.Select hanger types.Check hanger clearance around existing piping and equipmentThe following notes concerning the designand installation of FRP pipe and supportsare provided as a help to the designer orengineer. These design notes are intended toserve as a guide to the proper use of thesupports described in this catalog, and whileit is impossible to cover every pipingcondition, experience indicates thatapproximately 95% of the supportrequirements can be met through the use ofthese standard designs. If the designer isfaced with special conditions where aspecial design might be required he shouldcontact Britt Engineering Associates forassistance.The principles of design and analysis forFRP pipe differ considerably from theprinciples of design for the metallic pipe.The analysis of steel pipe normally beginswith maximum flexibility, and the finalsupport-guide-anchor design ends whenallowables are achieved. When dealing withFRP pipe, the analysis normally begins with1-27-2018Page 2 of 16a fully anchored system and the finalsupport-guide-anchor configuration isestablished when the minimum stresscondition is reached (based on the availablestructural steel).The fully anchored FRP piping system isoften referred to as an anchor to anchorsystem. This simply means that an anchor isplaced at each end of a straight run ofpiping. The pipe is restrained by theanchors from growing thermally and isguided to prevent buckling. Thisarrangement is never considered with ametallic pipe, but the low compressivemodulus of FRP allows anchoring. Theanchor loads are normally less than 1/60ththat of steel but must be considered in thestructural design of the support system,especially in large diameter pipe.Many vendor catalogs include tables that thedesigner can use to determine support,guides and hanger spacings. The spacingsBritt Engineering Associates, Inc.

Britt Engineering Associates, Inc.Birmingham, ALare usually based on a specific gravity of1.2, a liquid temperature of 160 or 180degrees F, and a limited deflection of 1/2".This information is useful for estimating butin most instances the spacings are not basedon total pipe stress. Very seldom is pressurestress considered in the derivation of thesetables. In FRP piping systems it is veryimportant that the total stress is consideredwhen selecting support spans. By using theequations presented in the technical sectionof this catalog the designer can accuratelydefine support and guide spacings and beassured that the pipe is designed to operatewithin the specified allowable stress.The use of the procedures outlined in theTechnical Section of this catalog willGreatly improve the reliability and servicelife of any FRP piping system. The sameprocedures will work equally well with ductsystems. As these procedures were beingdeveloped, it became evident that there wereno commercially available standard supportsfor FRP piping. Many different designswere illustrated in many of the catalogs, buta review of the designs indicated thatadditional work would be needed to makethem work. Britt Engineering Associatesdeveloped a family of special FRP pipesupport designs that was based on themaximum loads that might be expected inFRP piping. This family of supports hasbeen used in almost every environment andin almost every condition found in processindustries. Over the past 18 years, newdesigns have been added to expand theapplications, and the size range was1-27-2018Page 3 of 16extended to pipe diameters of 108" and120".When specifying the supports shown in thiscatalog the designer will recognize the easeof application and will become familiar withthe unique features that are important to thedesign of an FRP system. The long supportwith a full bonded liner eliminates failuresdue to local stresses. The low profile of allBritt Engineering Associates supports keepsthe pipe close to the structural steel thusreducing the size and amount of auxiliarysteel. Selecting standards greatly reducesdesign time and the standardization ofsupports reduces manufacturing costs.Interchangeability and standardizationreduces or eliminates all field reworkthereby reducing construction costs. Eachsupport is clearly marked for easyidentification.As a word of caution, the designer isreminded to call Britt EngineeringAssociates when the need for sizes and loadsexceed the support tables in this catalog.While Britt Engineering Associates hasother standards that have been developed forspecial applications, the use of thesesupports must be checked against actualconditions.Duct systems can be supported using thesame basic designs shown in this catalog;however, since duct systems very seldomhave fluid loads, the supports can be muchlighter. All installation dimensions remainthe same.Britt Engineering Associates, Inc.

Britt Engineering Associates, Inc.Birmingham, ALThe designer should review the followingdesign considerations to insure that allsupports are correctly used. If there are anydeviations from these standard practices anddesigns, the designer should contact BrittEngineering Associates.1. FITUP of SUPPORT - The designermust specify the maximum OD of the FRPpipe to insure proper support fit. Pipespecifications normally require the pipemanufacturer to maintain a tolerance 1/8" 0.0" on the OD and the manufacturer isrequired to state the maximum OD in hisquotation. The support will bemanufactured to fit within 1/16" of themaximum OD.2. LOCATION of SUPPORTS - Whensupporting pipe inside of a building, thebuilding steel will provide the easiestsupport points. If the support spacing isbased on the spacing of the structural steeland is found to exceed the calculatedsupport spacing, use a slightly (1/16")thicker pipe wall and re-run spacingcalculations. Continue adding wallthickness until the required span is reachedor until added wall thickness starts todecrease span capability. If the pipe doesnot span, then intermediate supports,requiring the addition of auxiliary steel, arerequired. Of course, a comparison of theincreased pipe cost vs. the cost of auxiliarysteel will allow the designer to decidewhether a heavier pipe will offeradvantages.3. LOCATION of GUIDES - Guidesserves as supports and also provides lateral1-27-2018Page 4 of 16restraint to prevent buckling of the pipewhen the pipe expands due to elevatedtemperatures. Smaller piping will requiremore frequent guiding, and in some cases,the use of guides may be required at everysupport point. Larger piping may requireevery other support point to be a guide.Calculations should be made to determineexact requirements.5. FIXING of ANCHORS - FRP anchorsare designed to grip the pipe lightly and arenever to be allowed to clamp the pipe withany excessive force. The anchor is fixed tothe pipe by applying shear collars, or FRPbands to the pipe on either side of theanchor. Except for very unusual cases thecollars are applied in the field after theanchor has been installed. The collars arebuilt up of layer's of 1-1/2 oz. mat to athickness that allows the anchor to bearagainst the collar. See Fig.1306. RISER SUPPORTS - Vertical runs ofpipe inside of a building normally aresupported on floor sleeves or off of curbssurrounding a pipe chase through the floor.Riser supports or riser guides when requiredare fixed to the pipe using the same shearcollars as used with anchors. However thecollar need only be applied to the top side ofthe support so that the weight of the risercan be carried by the riser support. The rulefor riser guide spacing is the same as otherguides unless the pipe is subjected to windloads where more frequent guiding isrequired. It is important to note that loadsfor riser supports can be very high,especially in large diameter pipe. Loads inBritt Engineering Associates, Inc.

Britt Engineering Associates, Inc.Birmingham, ALexcess of support ratings will require specialdesigns and should be brought to theattention of Britt Engineering Associates7. SUPPORTS for INSULATED PIPE Special supports are used to accommodateup to 4" of insulation. In all except veryspecial cases the supports, anchors, andguides are attached to the pipe and are notdesigned to clamp or support the outside ofthe insulation. When heat tracing is requiredthe tracing passes outside of the support. ***Important *** If heat tracing is requiredcontact Britt Engineering Associates forspecial details and designs.8. COMPONENT SUPPORTS - It is veryimportant that all valves and inlinecomponents be supported independently ofthe pipe. In some instances, it is necessaryto anchor the component where heavyactuators are cantilevered off of the valve orcomponent or where external loads ordynamics might damage the pipe.Components in vertical and horizontal piperuns require support although components invertical runs may not require independentsupport of each component,9. EXPANSION - The thermal expansionof FRP is two times that of steel andrequires special attention especially where afully anchored system is not used.Expansion joints and expansion loops aresometimes specified, but these add a1-27-2018Page 5 of 16weakness to the system. Expansion loops inaddition to adding extra piping will add asmany as four fittings and at least eight morejoints. Each joint is an additional point ofweakness. If lack of structural restraintpresents a problem where anchor loadsmight preclude the use of the anchoredsystem, there are several other designmethods that can be employed, but in mostcases, the anchored system can beincorporated. The description of the otherdesign methods is beyond the scope of thismanual because these are special cases. Ifthere is a problem in using the anchoredtechnique call Britt Engineering Associatesand we will be glad to discuss specificapplications.10. COATINGS – Hot dip galvanizes is themost common finish but a high-qualityprime coat that is applied by spray coating isavailable. Paint systems are in compliancewith EPA regulations regarding VOC andhazardous materials. It is very importantthat the designer selects a corrosion resistantcoating that will withstand theenvironmental conditions in the area wherethe pipe supports are to be installed. Ifspecial high-performance coatings arerequired these should be specified in thepurchase documents. Britt EngineeringAssociates is able to provide any coatingsystem that might be required and can alsoprovide assistance in the selection of specialcoatings.Britt Engineering Associates, Inc.

Britt Engineering Associates, Inc.Birmingham, ALDesign Considerations for FRP Piping SystemsBackground - The use of fiberglassreinforced plastic (FRP) in the constructionof pipe for process piping systems isbecoming more and more popular. Thepossibilities of its utilization in new andunique ways have outgrown the availablebody of knowledge necessary to assure itsproper application. The shared interestamong designers is to extend the range andquality of those and other new applications.There are many years of practical experiencein every area of FRP application, yet there islittle published data that would allow anengineer to establish basic ground rules forthe design of an FRP process piping system.Recently, there has been tremendous growthin the use of FRP in piping systems, and itappears that this growth will continue.The purpose of this report is to present thebasic principles that have been usedsuccessfully to design FRP piping systems1-27-2018Page 6 of 16and also to describe problem areas that havecaused difficulty. The main emphasis of thisreport is toward piping design rather thanmaterial selection. The task of materialselection has been much simplified throughthe efforts of resin suppliers who providecomplete corrosion data for the properselection of a resin system. Most resinsuppliers will also provide case historiesdetailing the behavior of their products inalmost every environment and application.Mechanical Properties - After the selectionof a resin system, a determination as to thetype of pipe must be made. There are threemajor categories of FRP pipe construction.They are: (1) contact molded, (2) filamentwound, and (3) centrifugally cast. Themechanical properties of the pipe are closelylinked to the method of fabrication, andthose properties vary considerably amongthe three types.Britt Engineering Associates, Inc.

Britt Engineering Associates, Inc.Birmingham, ALDespite conjecture as to the advantages anddisadvantages of each type of pipeconstruction, it has been found that any ofthe three can be utilized if the pipe is of highquality and if the system has been properlydesigned and supported. The specificmechanical properties of the pipe selectedare incorporated into the design of thesystem. This includes the location and typeof support. The mechanical propertiesinherent to the method of pipe fabricationare discussed in a later section.operational temperature range of the system.The catalogs for many pipe manufacturerslist the range of properties for variouslaminates, but very few provide performancedata at elevated temperatures. The equationwhich is used to determine the designaspects of any structural system utilizesfactors for the mechanical properties underthe expected design conditions, includingtemperature. Without this information, thedesigner is severely handicapped.The most important factor in the design of apiping system is the determination of themechanical properties of the pipe over the1-27-2018Page 7 of 16Britt Engineering Associates, Inc.

Britt Engineering Associates, Inc.Birmingham, AL1-27-2018Page 8 of 16Britt Engineering Associates, Inc.

Britt Engineering Associates, Inc.Birmingham, ALFigure 1 shows the change in modulus at elevated temperatures for two filament woundpolyester pipes. This type of data is required in system analysis if the design is to be soundComparisons - The following compares andcontrasts the design features and advantagesof the three types of FRP pipe:Contact Molded. The high resin to glassfiber ratio of this pipe makes it ideal forhighly corrosive fluids. In order to meet thestrength requirements in the hoop direction,it usually has a thicker wall than the othertypes of pipe. For this reason, it is heavier.Also, since it is virtually hand made, it ismore expensive. Strength in the axialdirection is higher than filament woundpipe. Because the pipe is hand made, it issubject to wider manufacturing tolerancesthan the other types of pipe. This is1-27-2018Page 9 of 16especially important to the support designerwho is responsible for the designed fit ofsupports. Contact molded pipe is highlyrecommended for use where it might besubject to a severe exterior environment.Fittings are normally joined to the pipeusing the butt and strap method.Filament Wound. A high glass content andprecise fiber orientation make this type ofpipe ideal for pressure applications.Machines are used more in its fabrication, sothe tolerances are closer, the mechanicalproperties more consistent, and theproduction cost is lower than for contactmolded pipe. Due to the low resin to glassBritt Engineering Associates, Inc.

Britt Engineering Associates, Inc.Birmingham, ALfiber ratio, a corrosion liner of a minimum100 mils should be provided. Since theaxial strength of filament wound pipe is lessthan that for contact molded pipe, at thesame pressure rating, the filament woundpipe will require a much closer supportspacing. This is due to the thinner wallcommon with filament wound pipe. Thepreferred method of joining fittings and pipeis the butt and strap method, althoughseveral manufacturers provide tapered belland spigot ends for joining pipe and fittings.The bell and spigot joint is an adhesive jointthat is dependent on the glue line betweenthe bell and spigot.Centrifugally Cast. This type of pipe isalmost fully machine made, and it providesthe most consistent mechanical propertiesand the closest tolerances. It has a lowerglass fiber content than filament wound pipeand features higher corrosion resistance.The smooth outside diameter also facilitatesa more consistent support design. Cast pipe,due to fiber orientation and higher glasscontent, has a higher axial strength thaneither the filament wound or contact moldedpipe. Cast pipe has an unreinforcedcorrosion liner which is susceptible todamage by impact, but if the pipe is properlyhandled and supported, it should pose noproblems. Fittings are normally of thesocket weld type that can be overwrapped ifadded joint security is desired. However,with correct installation procedures andinspection, the overwrap is generallyconsidered unnecessary.Design Considerations1-27-2018Page 10 of 16Contact molded FRP pipe, made accordingto PS 15-69, is normally rated by pressure inincrements of 25 psi up to 150 psi. Standardmachine made pipe does not follow this typeof rating and the designers should refer tothe ultimate pressure rating listed in themanufacturer's catalog. It is important tonote that these ratings are based on theallowable pressure of a continuouslysupported pipe subject to pressure stressonly. Since piping systems are almost nevercontinuously supported, the stresses ofbending must be considered whendetermining the allowable working pressureof an FRP pipe. The equations presented inthe section on Support Design take thesestresses into account.Wall thicknesses are based on a 10:1 safetyfactor in the hoop direction and it iscustomary to use a 5:1 or 6:1 safety factor inthe axial direction. By maintaining thesesafety factors in the design, stress risers inelbows and other fittings will be within theallowable stress limit.The method of design layout preferred byBritt Engineering Associates is an anchorto anchor design. This design method canbe economical and offers many advantages.The anchor to anchor system is more rigidand less susceptible to damage due todynamic loading. This system alsoprovides a means for controlling expansion(thermal and pressure), thereby reducing thelength of offsets and eliminating the needfor expansion joints. Anchors are placed oneither side of every change in pipe directionand as near to the fitting as possible. TheBritt Engineering Associates, Inc.

Britt Engineering Associates, Inc.Birmingham, ALamount of structural steel required to absorbthe loads imposed on the anchors can beminimized by keeping the pipe elevationclose to the steel and by utilizing tensionmembers between anchors. It is importantto recognize that the pipe must be guidedbetween anchors to prevent buckling. Incases where there are long straight runs,anchors should be placed no more than 150to 200 feet apart.design techniques presented here will help tostandardize a conservative design approach.Beyond this, a great deal of work isnecessary to standardize installationtechniques, especially the methods forfabricating joints.When the anchor to anchor design cannot beused, and the pipe must be hung with rodhangers, a great deal of care should be takento ensure flexibility. However, a pumpedsystem that is too flexible will vibrate anddestroy itself if vibrations are within theresonant range. Excessive stresses can alsobe induced by wind loads. To reducevibration and wind load effects, the pipeshould be laterally restrained at specifiedintervals along the pipe. These restraintsshould not be located near changes indirection where offset legs are required forflexibility.Keep the pipe run away from high trafficareas where damage from equipment impactis likely.Design TechniquesMany piping system failures that occurduring hydrostatic testing, or even afteryears of service, have been attributed to poorworkmanship. These failures are due to anoverstress condition which was caused byeither poor workmanship or unsatisfactorydesign. The task of the designer is toeliminate, as much as possible, thelikelihood of failure. With sufficient effortspent on the design and in the instruction ofinstallation personnel, failures can beeffectively reduced. It is hoped that the1-27-2018Page 11 of 16In an effort to reduce the possibility offailure, the designer should seriouslyconsider the following: Keep flange joints to a minimum. Provide vents at each high point. Provide drains at each low point orpocket. (Drains with blind flanges willallow the line to be drained if repairs arenecessary.) Ensure that all supports, anchors, andguides are installed prior to the hydrotest. (This cannot be overemphasizedsince the pipe system can be severelydamaged without proper pipesupport.) All valves and valve operators, orcomponents in the system, must beindependently supported. Riser supports for long vertical runsshould be guided or restrained toreduce vibration and wind loadeffects.When setting up for hydro testing, open allhigh point vents to remove all air andconnect the pump to the lowest point in thesystem. (The pump should be a small,positive displacement pump [3 to 5 gpm]Britt Engineering Associates, Inc.

Britt Engineering Associates, Inc.Birmingham, ALand should be equipped with a pressureregulator that will allow the system pressureto build slowly.)Economic ConsiderationsWith material prices and the cost oflabor rising frequently, a costcomparison between an FRP system andany other is meaningless since cost datais out of date before it is printed. FRP isnormally selected because of itscorrosion resistance. However, oneimportant point that should be madeconcerning any comparison is that thetotal installed cost to be considered.Many studies do not include data on thesupport system required for FRP pipe.This is because most analysis procedurestend to regard all piping systems asbeing supported in the same manner andat the same relative cost. In addition, thecost of auxiliary steel, and the labornecessary to install that steel should beevaluated.The service life of each system is animportant factor and should be includedin the evaluation if sufficient historicaldata can be obtained. Many designerswould probably elect to use materialsother than FRP when the installed priceof the two systems is relatively close, butthe extended service life of FRP systemswill usually be more favorable.Generally, experience at BrittEngineering Associates has indicatedthat FRP systems are more economicalthan other systems in pipe sizes above 41-27-2018Page 12 of 16inches where special metallic materialsare considered.Applicable Codes and StandardsThere are very few codes or standardsapplicable to the design of FRP pipingsystems. The designer should befamiliar with the American NationalStandard Code for Pressure Piping(ANSI) B31.3, although it deals mainlywith metallic pipe it has been expandedto cover non-metallics includingthermoplastic and thermoset materials.The only other standard that could proveuseful for design purposes is the NBSVoluntary Product Standard PS 15-69,which covers custom contact moldedFRP equipment. This document is nolonger published by NPS, but copies canbe obtained through some of the resinand glass manufacturers. The tables forpipe included in this Standard should beused with care.The American Society for Testing andMaterials (ASTM) has publishedstandards for Plastic Pipe and BuildingProducts, Section 8, Volume 08.04,1993. This document is a compilationof test procedures and methods forestablishing material and mechanicalproperties for plastics used in piping.A number of codes and standards arebeing developed to promotestandardization of the product, but theyare not available at this time. Oneexcellent guide that is available is a bookentitled "Corrosion -- Resistant PlasticBritt Engineering Associates, Inc.

Britt Engineering Associates, Inc.Birmingham, AL Composites in Chemical PlantDesign" by J. H. Mallinson, publishedby Marcel Dekker, New York , 1988.Another book that provides goodoverall coverage of the use of FRP is"Fiberglass Reinforced PlasticsDeskbook" by N.P. and P.N.Cheremisinoff, Ann Arbor Science,Michigan, 1978.The Composites Institute of theSociety of Plastics Industry publisheda "Fiberglass Pipe Handbook" in 1989that is a document that was written bythe Fiberglass Pipe Institute, New York.The handbook is a compilation oftechnical sections covering above andbelow ground piping systems, and whileit is an excellent reference for pipingdesign, the methods of analysis anddesign of supports presented in this bookare not the same as recommended in thiscatalog.The use of expansion joints andexpansion loops are very rarely used inpractice, and the supports recommendedin the handbook should not be usedexcept in very light duty service. Layout of Piping SystemsThe preliminary piping layout for FRPpiping is the same as for any othersystem (Figure 2). Once a generalpiping arrangement has been selected, anisometric of the system should be madeand the following steps taken:1-27-2018 Page 13 of 16 Locate available support steel andestablish the location of additionalsupport steel as required. Existingbridges, pipe racks and buildingstructural steel will establish theavailable support spacing.Locate anchors at each change inpipe direction and as close aspossible to elbows.Locate riser supports and componentsupports. Riser supports can betentatively located on 10-foot centersuntil calculations are made.Establish support design criteria andpipe wall thickness required using theequations in the section on SupportDesigns factoring the operatingtemperature and pressure of the system.An iterative process is employed toobtain wall thickness and to defineacceptable support spans.Tabulate support design criteria shownin Table 1 and rearrange support spacingand anchor locations on the isometric tomeet design criteria. Add guides atlocations determined in the table.Check offset leg requirements betweenanchors at directional changes. Relocateanchors as required to meet offsetrequirements.Rearrange riser support locations. Thedistance between centers should notexceed the guide spacing. In areas whereoffset leg requirements cannot be met,consideration should be given toBritt Engineering Associates, Inc.

Britt Engineering Associates, Inc.Birmingham, ALrerouting the pipe to provide moreflexibility.Vibration - Pump or equipment vibrationsare usually absorbed by the piping system;however, it is a good practice to use anexpansion joint with tie rods at the pumpdischarge if the discharge pipe can beanchored. Care must be exercised to insurethat the pump is capable of handling thethrust loads and/or thermal loads that aredeveloped by the fittings.Water Hammer - There are severalrecommended method

frequent piping failures were causing concern. One of the major manufacturers of resins determined that most of the piping failures could be eliminated through the use of proper supports, guides, and anchors. T

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