cleet stress analysis report
DESCRIPTION
Cleet Stress Analysis ReportTRANSCRIPT
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3/10/2015 CleetStressAnalysisReport
file:///D:/JOBS/SHARAFCO/CAGE%20LADDER%20ANALYSIS/CLEET%20ANALYSIS.iam%20Stress%20Analysis%20Report%203_9_2015.html 1/6
CleetStressAnalysisReport
AnalyzedFile: CLEETANALYSIS.iamAutodeskInventorVersion: 2015(Build190159000,159)CreationDate: 3/10/2015,12:07PMSimulationAuthor: Navas
Summary:
StressAnalysisforthecageladderhasbeendoneandfoundsafe.fallunderyieldstrength,withminimumdeflection.ForlesserdeflectionandmoresafetycleetL50x50x6417mmLongHasbeenreplacedbyL75x75x6267mmlong.
ProjectInfo(iProperties)
SummaryTitleSubjectAuthor NavzCompany
ProjectDescriptionProjectEngineer
CLEETANALYSISGeneralobjectiveandsettings:DesignObjective SinglePointSimulationType StaticAnalysisLastModificationDate 3/10/2015,12:01PMDetectandEliminateRigidBodyModes YesSeparateStressesAcrossContactSurfaces YesMotionLoadsAnalysis No
Meshsettings:Avg.ElementSize(fractionofmodeldiameter) 0.1Min.ElementSize(fractionofavg.size) 0.2GradingFactor 1.5Max.TurnAngle 60deg
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3/10/2015 CleetStressAnalysisReport
file:///D:/JOBS/SHARAFCO/CAGE%20LADDER%20ANALYSIS/CLEET%20ANALYSIS.iam%20Stress%20Analysis%20Report%203_9_2015.html 2/6
CreateCurvedMeshElements NoUsepartbasedmeasureforAssemblymesh Yes
Material(s)Name Steel,Mild
GeneralMassDensity 7.85g/cm^3YieldStrength 207MPaUltimateTensileStrength 345MPa
StressYoung'sModulus 220GPaPoisson'sRatio 0.275ulShearModulus 86.2745GPa
PartName(s)
CLEETANALYSIS.iamSHELL.iptPAD.iptPart4.iptISOL75x75x600000002
Name Generic
GeneralMassDensity 1g/cm^3YieldStrength 0MPaUltimateTensileStrength 0MPa
StressYoung'sModulus 0.0000001GPaPoisson'sRatio 0ulShearModulus 0.00000005GPa
PartName(s) Skeleton0001.ipt
Operatingconditions
Force:1LoadType ForceMagnitude 1500.000NVectorX 0.000NVectorY 0.000NVectorZ 1500.000N
SelectedFace(s)
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3/10/2015 CleetStressAnalysisReport
file:///D:/JOBS/SHARAFCO/CAGE%20LADDER%20ANALYSIS/CLEET%20ANALYSIS.iam%20Stress%20Analysis%20Report%203_9_2015.html 3/6
FixedConstraint:1ConstraintType FixedConstraint
SelectedFace(s)
Results
ReactionForceandMomentonConstraints
ConstraintName ReactionForce ReactionMomentMagnitude Component(X,Y,Z) Magnitude Component(X,Y,Z)
FixedConstraint:1 1500N0N
396.629Nm22.5448Nm
0N 395.987Nm1500N 0Nm
ResultSummary
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3/10/2015 CleetStressAnalysisReport
file:///D:/JOBS/SHARAFCO/CAGE%20LADDER%20ANALYSIS/CLEET%20ANALYSIS.iam%20Stress%20Analysis%20Report%203_9_2015.html 4/6
Name Minimum MaximumVolume 8366780mm^3Mass 65.6792kgVonMisesStress 0.000000964541MPa 72.3559MPa1stPrincipalStress 24.0921MPa 57.8941MPa3rdPrincipalStress 98.0171MPa 7.62289MPaDisplacement 0mm 0.218756mmSafetyFactor 2.86086ul 15ul
Figures
VonMisesStress
1stPrincipalStress
3rdPrincipalStress
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3/10/2015 CleetStressAnalysisReport
file:///D:/JOBS/SHARAFCO/CAGE%20LADDER%20ANALYSIS/CLEET%20ANALYSIS.iam%20Stress%20Analysis%20Report%203_9_2015.html 5/6
Displacement
SafetyFactor
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3/10/2015 CleetStressAnalysisReport
file:///D:/JOBS/SHARAFCO/CAGE%20LADDER%20ANALYSIS/CLEET%20ANALYSIS.iam%20Stress%20Analysis%20Report%203_9_2015.html 6/6
D:\JOBS\SHARAFCO\CAGELADDERANALYSIS\CLEETANALYSIS.iam