Simulation Report Template
vishnu
vishnu
mohit18-10-2015
Simulation of final light pole round tapered
Date: 18 October 2015Designer: mohitStudy name: Copy of [Copy of
[Copy of [Static 1]]]Analysis type: Static
Table of ContentsDescription1Assumptions2Model Information2Study
Properties3Units3Material Properties4Loads and Fixtures5Connector
Definitions6Contact Information6Mesh Information7Sensor
Details8Resultant Forces9Beams9Study Results10Conclusion13
DescriptionNo Data
Assumptions
Model Information
Model name: final light pole round taperedCurrent Configuration:
Default
Solid Bodies
Document Name and ReferenceTreated AsVolumetric
PropertiesDocument Path/Date Modified
Cut-Revolve1
Solid BodyMass:154.288 kgVolume:0.0196046 m^3Density:7870
kg/m^3Weight:1512.02 N
F:\final light pole round tapered.SLDPRTOct 18 16:21:47 2015
Study PropertiesStudy nameCopy of [Copy of [Copy of [Static
1]]]
Analysis typeStatic
Mesh typeSolid Mesh
Thermal Effect: On
Thermal optionInclude temperature loads
Zero strain temperature298 Kelvin
Include fluid pressure effects from SolidWorks Flow
SimulationOff
Solver typeFFEPlus
Inplane Effect: Off
Soft Spring: Off
Inertial Relief: Off
Incompatible bonding optionsAutomatic
Large displacementOn
Compute free body forcesOn
FrictionOff
Use Adaptive Method: Off
Result folderSolidWorks document (F:)
UnitsUnit system:SI (MKS)
Length/Displacementmm
TemperatureKelvin
Angular velocityRad/sec
Pressure/StressN/m^2
Material PropertiesModel ReferencePropertiesComponents
Name:Galvanized Steel
Model type:Linear Elastic Isotropic
Default failure criterion:Max von Mises Stress
Yield strength:2.03943e+008 N/m^2
Tensile strength:3.56901e+008 N/m^2
Elastic modulus:2e+011 N/m^2
Poisson's ratio:0.29
Mass density:7870 kg/m^3
SolidBody 1(Cut-Revolve1)(final light pole)
Curve Data:N/A
Loads and FixturesFixture nameFixture ImageFixture Details
Fixed-1Entities:1 face(s)
Type:Fixed Geometry
Resultant ForcesComponentsXYZResultant
Reaction force(N)-934.9992403.950.0003662112579.38
Reaction Moment(N.m)0000
Load nameLoad ImageLoad Details
Force-1Entities:1 face(s)
Type:Apply normal force
Value:200 N
Force-2Entities:1 face(s)
Type:Apply force
Values:---, ---, -935 N
Remote Load (Direct transfer)-1Entities:1 face(s)
Type:Load (Direct transfer)
Coordinate System:Global cartesian coordinates
Force Values:---, -650, --- N
Moment Values:---, ---, --- N.m
Reference coordinates:40 10000 0 mm
Components transferred:Force
Gravity-1Reference:Face< 1 >
Values:0 0 -9.81
Units:SI
Connector DefinitionsNo Data
Contact InformationNo Data
Mesh InformationMesh typeSolid Mesh
Mesher Used: Curvature based mesh
Jacobian points4 Points
Maximum element size0 mm
Minimum element size0 mm
Mesh QualityHigh
Mesh Information - DetailsTotal Nodes91106
Total Elements44499
Maximum Aspect Ratio33.311
% of elements with Aspect Ratio < 32.79
% of elements with Aspect Ratio > 100.321
% of distorted elements(Jacobian)0
Time to complete mesh(hh;mm;ss): 00:00:28
Computer name: LENOVO
Mesh Control Information:Mesh Control NameMesh Control ImageMesh
Control Details
Control-1Entities:1 face(s)
Units:mm
Size:18.6626
Ratio:1.2
Sensor DetailsNo Data
Resultant ForcesReaction ForcesSelection setUnitsSum XSum YSum
ZResultant
Entire ModelN-934.9992403.950.0003662112579.38
Reaction MomentsSelection setUnitsSum XSum YSum ZResultant
Entire ModelN.m0000
BeamsNo Data
Study Results
NameTypeMinMax
Stress1VON: von Mises Stress274391 N/m^2Node: 843698.78257e+007
N/m^2Node: 8396
final light pole round tapered-Copy of [Copy of [Copy of [Static
1]]]-Stress-Stress1
NameTypeMinMax
Displacement1URES: Resultant Displacement0 mmNode: 283277.41
mmNode: 11169
final light pole round tapered-Copy of [Copy of [Copy of [Static
1]]]-Displacement-Displacement1
NameTypeMinMax
Strain1ESTRN: Equivalent Strain1.67598e-006 Element:
16590.000370391 Element: 26333
final light pole round tapered-Copy of [Copy of [Copy of [Static
1]]]-Strain-Strain1
NameTypeMinMax
Factor of Safety1Automatic2.32214 Node: 8396743.259 Node:
84369
final light pole round tapered-Copy of [Copy of [Copy of [Static
1]]]-Factor of Safety-Factor of Safety1
Conclusion
Analyzed with SolidWorks SimulationSimulation of final light
pole round tapered1
Analyzed with SolidWorks SimulationSimulation of final light
pole round tapered4
