LS 544-25.T02 (EN)__LS 544-25.T02 (EN)__Bracket Anchor Supports (Heavy Type) for Vertical Piping- Col

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1、I06.94LINDEAGBracketAnchorSupports(HeavyType)LINDESTANDARDWerksgruppeVerfahrens-forVerticalPiping,ColdinsulatedtechnikundAnlagenbau544-25HollriegelskreuthAllowableLoadsPart2beiMunchenOrig;Dr.WoHel/Tro.Checked:TKK%.Appr.:TAN●Total4Pages1CalculationBasisThestresscalculationforthepipi

2、ngsupportsaccordingtoLS544andLS545containsthestaticalanalysisoftheallowablesingleforcesandmoments(foranchorsupports).Astotheirinfluence,theforcesandmomentsareconsideredindependentlyfromeachotheqmea.ningthate.g.theinfluenceofanexistingforcecomponentontheallowablevalueofanotherforceo

3、rmomentcomponentwillnotbeconsidered.Consequently,nointeractionrelationforcombinedloadsisgiven,Aconservativeestimationisgivenwith<1,0forthesumoftheindividualrateofutilization:IFx/Fxmll+lFy/Fynll+lFfizzull+1MX/MXzull+lMylMyzul+1Mz/M-zmlIs1,02TableDataThetablescontaintheallowablesingl

4、eloads.ThedirectionoftheforcesFx,Fy,FzisshowninthefiguresofPart1,themomentsareactinginradialdirection.Mtmeanstheclampboltingtorque.Linde-KCA-DresdenGmbHJune1994ROHAFE-ResultsPage2KB=38AnchorSupport,vertical,cold-insulated,(heavytype)LS544-25T.2Type:AMaterialGroup:1Temperature:<50°C

5、Singleallowableforces[kNlandmoments~m]andassamblytighteningtorquesMt~m]:DN!!Fx+Fx.!Fy+Fy-!I?z+I?z-!NIx!My!MZ!!Mt!------------------------------------------------------------------------------------------------------------------------------------!!!!!!!!_____________________________

6、_______________________________________________________________________I*645#!049#!0.59!().08!!q7.L!--------------------------------------------------]!!!!!!!--------------------------------------------------__________________________________________________!12,I’rk----------------

7、----------------------------------__________________________________________---------------------------------------------------------------------------100!!6?,7------------------------------------------------------------------125!!!!!!!----------------------------------------------

8、--------------------150!!9