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1、Issue06.94LINDEAGAnchorSupportsLINDESTANDARDWerksgruppeVerfahrens-forHorizontalPiping,Cold-InsulatedtechnikundAnlagenbau545-17HollriegelskreuthAllowableLoadsPart2beiMunchenOrig;Dr.Wolfl/Tro.Checked:TISK%.Appr:TANeTotal10Pages1CalculationBasisThestresscalculationforthepipi
2、ngsupportsaccordingtoLS544andLS545containsthestaticalanalysisoftheallowablesingleforcesandmoments(foranchorsupports).Astotheirinfluence,theforcesandmomentsareconsideredindependentlyfromeachotheLmeaningthate.g.theinfluenceofanexistingforcecomponentontheallowablevalueofanot
3、herforceormomentcomponentwillnotbeconsidered.Consequently,nointeractionrelationforcombinedloadsisgiven.Aconservativeestimationisgivenwith~1,0forthesumoftheindividualrateofutilization:IFxExZUII+1Fy~y~ll+1FfiZzull+1MX/MXzul+1My/Mymll+1MZ/MZz~l<1,02TableDataThetablescontaint
4、heallowablesingleloads.ThedirectionoftheforcesFx,Fy,FzisshowninthefiguresofPart1,themomentsareactinginradialdirection.Mtmeanstheclampboltingtorque..Linde-KCA-DresdenGmbHJune1994ROHAFE-ResultsPage2KB=14AnchorSupport,horizontal,cold-insulatedLS545-17P.2=====================
5、=============================================================Type:AMaterialGroup:1Temperature:<50°CSingleallowableforces&Nlandmoments~m]andassemblytighteningtorquesMt~m]:------------------------------------------------------------------DN!!Fx+Fx-!Fy+Fy-!Fz+I?z-!Mx!My!h’fz
6、!!Mt!—---——-----------——---—----------------------------------------------------------——-————-———-——---------------,——-——--———----—-—-———-15!!1s,7’13*-----------_____________________________________________________20!!‘;3●7!10,620.2!045!I.-II!().?4!!‘II,z!-------------___
7、__________________________________________________25!!15(),1!?r-------------_____________________________________________________32!!143.-----------_____________________________________________________40!!-i5st!9.626,3!(),09!1,01!0,6?!!10,(?!-------------_________________
8、____________________________________5(3!!1264---------------------------------------------------
