Exercise2 a Pin Joint and a Roller Support-Static 1-2

Eutectic Metal

Simulation of exercise2 A pin joint and a roller supportDate: November-17-14Designer: Mahfuzul HaqueStudy name: Static 1Analysis type: Static

Table of ContentsDescription...............................................1Assumptions.............................................2Model Information.....................................2Study Properties.......................................3Units.........................................................4Material Properties...................................4Loads and Fixtures...................................5Connector Definitions...............................6Contact Information..................................6Mesh Information......................................7Sensor Details..........................................7Resultant Forces.......................................8Beams......................................................8Study Results............................................9Conclusion..............................................11

DescriptionNo Data

Analyzed with SolidWorks SimulationSimulation of exercise2 A pin joint and a roller

support 1

Eutectic Metal Mahfuzul Haque17/11/2014

Assumptions


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Model Information

Study PropertiesStudy name Static 1Analysis type StaticMesh type Beam MeshSolver type FFEPlusInplane Effect: OffSoft Spring: OffInertial Relief: OffIncompatible bonding options AutomaticLarge displacement OffCompute free body forces OnResult folder SolidWorks document (C:\Users\Mahfuzul

Haque\Documents\Truss)

UnitsUnit system: SI (MKS)Length/Displacement mmTemperature KelvinAngular velocity Rad/secPressure/Stress N/m^2


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Material PropertiesModel Reference Properties Components

Name: 6061 AlloyModel type: Linear Elastic

IsotropicDefault failure

criterion:Max von Mises Stress

Yield strength: 5.51485e+007 N/m^2

Tensile strength: 1.24084e+008 N/m^2

Elastic modulus: 6.9e+010 N/m^2Poisson's ratio: 0.33

Mass density: 2700 kg/m^3Shear modulus: 2.6e+010 N/m^2

Thermal expansion

coefficient:

2.4e-005 /Kelvin

SolidBody 1(Boss-Extrude1)(Part1),SolidBody 2(Boss-Extrude3)(Part1),SolidBody 3(Boss-Extrude2)(Part1)

Curve Data:N/A


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Loads and FixturesFixture name Fixture Image Fixture Details

Immovable-1

Entities: 1 Joint(s)Type: Immovable (No

translation)

Reference Geometry-1

Entities: 2 Joint(s)Reference: Front Plane

Type: Use reference geometryTranslation: ---, ---, 0

Rotation: ---, ---, ---Units: m, rad

Reference Geometry-2

Entities: 1 Joint(s)Reference: Face< 1 >

Type: Use reference geometryTranslation: 0, 0, ---

Rotation: ---, 0, 0Units: mm, rad

Load name Load Image Load Details

Force-1

Entities: 1 plane(s), 1 Joint(s)Reference: Front Plane

Type: Apply forceValues: ---, -700, --- lbf

Moments: ---, ---, --- lbf.in


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Load name Load Image Load Details

Force-2

Entities: 1 Beam (s)Reference: Face< 1 >

Type: Apply forceValues: ---, 7.5, --- lbf

Moments: ---, ---, --- lbf.in

Connector DefinitionsNo Data

Contact Information

Contact Contact Image Contact Properties

Global Contact

Type: BondedComponents: 1

component(s)Options: Compatible

mesh


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Mesh InformationMesh type Beam Mesh

Mesh Information - DetailsTotal Nodes 253Total Elements 249Time to complete mesh(hh;mm;ss): 00:00:01Computer name: MAH_HAWK

Sensor DetailsNo Data


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Resultant ForcesReaction ForcesSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model N -1201.02 4715.12 9.42966e-007 4865.67

Reaction MomentsSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model N.m 2.54841e-005 -3.90463e-005 -2.03127e-006 4.6671e-005


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BeamsBeam Forces

Beam Name

Joints Axial(N) Shear1(

N)Shear2(

N)Moment1(N

.m)Moment2(N

.m)Torque(N.

m)Beam-1(Boss-Extrude

1)

1 -265.531 2758.72 9.92334e-005 5.25982e-007 0.00669579 2.43165e-

0152 265.531 -2758.72 -9.92844e-

005 1.9725e-005 -2523.47 -3.25131e-014

Beam-2(Boss-Extrude

3)

1-

2.40803e-005

-2443.28 3.87741e-005 4.6062e-005 -0.00652415 -3.04052e-

006

2 0.00122295 442.374 -3.45204e-

005 6.78412e-005 2199.74 3.06715e-006

Beam-3(Boss-Extrude

2)

1 -265.531 -353.901-

0.000114672

-1.92806e-005 2523.48 3.12736e-014

2 265.532 353.901 0.000118405 -7.7299e-005 -2199.75 -2.05892e-

008

Beam StressesBeam Name

Joints

Axial(N/m^2)

Bending Dir1(N/m^2)

Bending Dir2(N/m^2)

Torsional (N/m^2)

Worst Case(N/m^2

)Beam-1(Boss-

Extrude1)

1 -365844 0.228248 -1452.81 8.59316e-010 367297

2 -365844 -8.55958 -5.47527e+008

-1.14897e-008 5.47893e+008

Beam-2(Boss-

Extrude3)

1 -0.0331773 19.9884 1415.57 -1.07442 1435.592 -1.68496 -29.4395 4.77286e+008 1.08383 4.77286e+008

Beam-3(Boss-

Extrude2)

1 -365844 -8.36676 -5.47528e+008

1.10511e-008 5.47894e+008

2 -365845 33.5436 -4.77286e+008 -0.00727556 4.77652e+008


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Study Results

Name Type Min MaxStress1 SX: X Normal Stress -53.0613 psi

Element: 1820.0047254 psiElement: 169

exercise2 A pin joint and a roller support-Static 1-Stress-Stress1

Name Type Min MaxDisplacement1 URES: Resultant Displacement 0 mm

Node: 69512.387 mmNode: 193


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Name Type Min Max

exercise2 A pin joint and a roller support-Static 1-Displacement-Displacement1

Name TypeShear-Moment Plot1 Shear Force in Dir1


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Name Type

exercise2 A pin joint and a roller support-Static 1-Shear-Moment Plot-Shear-Moment Plot1

Conclusion


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