Simulation Report Template

Simulation of I-260 novi dobro postavljeni

Date: 5. veljae 2015.Designer: SolidworksStudy name: Study 1Analysis type: Static

Table of ContentsDescription1Assumptions2Model Information2Study Properties3Units4Material Properties4Loads and Fixtures5Connector Definitions5Contact Information5Mesh Information6Sensor Details6Resultant Forces7Beams8Study Results9Conclusion19

DescriptionNo Data

Assumptions

Model Information

Model name: I-260 novi dobro postavljeniCurrent Configuration: Default

Beam Bodies:

Document Name and ReferenceFormulationPropertiesDocument Path/Date Modified

Beam-1(Structural Member7[1])

Beam Uniform C/SSection Standard-New folder/New folder/260Section Area: 5285.34in^2Length:6000mmVolume:0.0317121m^3Mass Density:7800kg/m^3Mass:247.354kgWeight:2424.07N

C:\Users\Raadak\Desktop\raz_simulacija\I-260 novi dobro postavljeni.SLDPRTFeb 05 21:48:12 2015

Beam-2(Structural Member7[2])

Beam Uniform C/SSection Standard-New folder/New folder/260Section Area: 5285.34in^2Length:6000mmVolume:0.0317111m^3Mass Density:7800kg/m^3Mass:247.347kgWeight:2424N

C:\Users\Raadak\Desktop\raz_simulacija\I-260 novi dobro postavljeni.SLDPRTFeb 05 21:48:12 2015

Beam-3(Structural Member7[3])

Beam Uniform C/SSection Standard-New folder/New folder/260Section Area: 5285.34in^2Length:6000mmVolume:0.0317111m^3Mass Density:7800kg/m^3Mass:247.347kgWeight:2424N

C:\Users\Raadak\Desktop\raz_simulacija\I-260 novi dobro postavljeni.SLDPRTFeb 05 21:48:12 2015

Beam-4(Structural Member8)

Beam Uniform C/SSection Standard-New folder/New folder/260Section Area: 5285.34in^2Length:6000mmVolume:0.0317121m^3Mass Density:7800kg/m^3Mass:247.354kgWeight:2424.07N

C:\Users\Raadak\Desktop\raz_simulacija\I-260 novi dobro postavljeni.SLDPRTFeb 05 21:48:12 2015

Study PropertiesStudy nameStudy 1

Analysis typeStatic

Mesh typeBeam Mesh

Solver typeDirect sparse solver

Inplane Effect: Off

Soft Spring: Off

Inertial Relief: Off

Incompatible bonding optionsAutomatic

Large displacementOff

Compute free body forcesOn

Result folderSolidWorks document (C:\Users\Raadak\Desktop\raz_simulacija)

UnitsUnit system:SI (MKS)

Length/Displacementmm

TemperatureKelvin

Angular velocityRad/sec

Pressure/StressN/m^2

Material PropertiesModel ReferencePropertiesComponents

Name:1.0143 (S275J0)

Model type:Linear Elastic Isotropic

Default failure criterion:Max von Mises Stress

Yield strength:2.75e+008 N/m^2

Tensile strength:4.1e+008 N/m^2

Elastic modulus:2.1e+011 N/m^2

Poisson's ratio:0.28

Mass density:7800 kg/m^3

Shear modulus:7.9e+010 N/m^2

Thermal expansion coefficient:1.1e-005 /Kelvin

SolidBody 1(Structural Member7[1])(I-260 novi dobro postavljeni),SolidBody 2(Structural Member7[2])(I-260 novi dobro postavljeni),SolidBody 3(Structural Member7[3])(I-260 novi dobro postavljeni),SolidBody 4(Structural Member8)(I-260 novi dobro postavljeni)

Curve Data:N/A

Loads and FixturesFixture nameFixture ImageFixture Details

Fixed-1Entities:2 Joint(s)

Type:Fixed Geometry

Load nameLoad ImageLoad Details

Force-1Entities:1 Beam (s)

Reference:Face< 1 >

Type:Apply force

Values:---, ---, 10000 N

Moments:---, ---, --- Nm

Connector DefinitionsNo Data

Contact InformationNo Data

Mesh InformationMesh typeBeam Mesh

Mesh Information - DetailsTotal Nodes262

Total Elements258

Time to complete mesh(hh;mm;ss): 00:00:02

Computer name: RADAK

Sensor DetailsNo Data

Resultant ForcesReaction ForcesSelection setUnitsSum XSum YSum ZResultant

Entire ModelN0600002.358e-01060000

Reaction MomentsSelection setUnitsSum XSum YSum ZResultant

Entire ModelNm1.40544e-0093.52226e-01101.40588e-009

BeamsBeam ForcesBeam NameJointsAxial(N)Shear1(N)Shear2(N)Moment1(Nm)Moment2(Nm)Torque(Nm)

Beam-1(Structural Member7[1])1-300002434.77-1.03573e-010-6.8609e-010-2244.824.894e-011

2300009853.571.42353e-010-4.72403e-01123093.8-3.98423e-011

3-30000-9853.57-1.42353e-010-3.7982e-0106466.853.98423e-011

Beam-2(Structural Member7[2])1-9853.5730000-7.8343e-010-5.68247e-010-23093.8-5.90365e-011

29853.5730000-2.31122e-0111.99085e-01123093.83.64125e-011

Beam-3(Structural Member7[3])1-30000-2434.77-1.15226e-010-7.03674e-0102244.82-8.41626e-011

230000-9853.57-7.03271e-0101.75321e-009-23093.84.85477e-011

3-300009853.57-1.62247e-010-3.63373e-010-6466.85-9.84529e-011

Beam-4(Structural Member8)112288.3-1.08412e-009-4.15571e-011-1.05976e-010-1407.35-4.75104e-012

2-12288.3-1.7717e-009-4.77601e-0111.21859e-0101407.35-5.47817e-012

Beam StressesBeam NameJointsAxial(N/m^2)Bending Dir1(N/m^2)Bending Dir2(N/m^2)Torsional (N/m^2)Worst Case(N/m^2)

Beam-1(Structural Member7[1])1-5.67608e+006-1.49094e-0055.16188e+0061.17313e-0071.0838e+007

2-5.67608e+0061.02658e-0065.31035e+007-9.55053e-0085.87796e+007

3-5.67608e+006-8.25385e-006-1.48703e+0079.55053e-0082.05464e+007

Beam-2(Structural Member7[2])1-1.86432e+006-1.23485e-0055.31035e+007-1.41515e-0075.49679e+007

2-1.86432e+006-4.3263e-0075.31035e+0078.72837e-0085.49679e+007

Beam-3(Structural Member7[3])1-5.67608e+006-1.52915e-005-5.16188e+006-2.01744e-0071.0838e+007

2-5.67608e+006-3.80989e-005-5.31035e+0071.16373e-0075.87796e+007

3-5.67608e+006-7.89643e-0061.48703e+007-2.35999e-0072.05464e+007

Beam-4(Structural Member8)12.32498e+006-2.30295e-0063.23614e+006-1.13886e-0085.56113e+006

22.32498e+006-2.64812e-0063.23614e+006-1.31316e-0085.56113e+006

Study Results

NameTypeMinMax

Stress1TXY: Shear in Y Dir. on YZ Plane5.56113 N/mm^2 (MPa)Element: 19458.7796 N/mm^2 (MPa)Element: 1

I-260 novi dobro postavljeni-Study 1-Stress-Stress1

NameTypeMinMax

Stress2SX: X Normal Stress-5.67607 N/mm^2 (MPa)Element: 12.32498 N/mm^2 (MPa)Element: 194

I-260 novi dobro postavljeni-Study 1-Stress-Stress2

NameTypeMinMax

Stress3SY: Y Normal Stress-3.80989e-011 N/mm^2 (MPa)Element: 1302.35035e-012 N/mm^2 (MPa)Element: 131

I-260 novi dobro postavljeni-Study 1-Stress-Stress3

NameTypeMinMax

Stress4SZ: Z Normal Stress-53.1035 N/mm^2 (MPa)Element: 13053.1035 N/mm^2 (MPa)Element: 1

I-260 novi dobro postavljeni-Study 1-Stress-Stress4

NameTypeMinMax

Stress5TXZ: Shear in Z Dir. on YZ Plane-1.17313e-013 N/mm^2 (MPa)Element: 332.35999e-013 N/mm^2 (MPa)Element: 131

I-260 novi dobro postavljeni-Study 1-Stress-Stress5

NameTypeMinMax

Stress6TYZ: Shear in Z Dir. on XZ Plane-12.1977 N/mm^2 (MPa)Element: 12912.5849 N/mm^2 (MPa)Element: 65

I-260 novi dobro postavljeni-Study 1-Stress-Stress6

NameTypeMinMax

Stress7P1: 1st Principal Stress-2.36299e-013 N/mm^2 (MPa)Element: 1302.54923e-013 N/mm^2 (MPa)Element: 129

I-260 novi dobro postavljeni-Study 1-Stress-Stress7

NameTypeMinMax

Displacement1URES: Resultant Displacement0 mmNode: 655.85951 mmNode: 98

I-260 novi dobro postavljeni-Study 1-Displacement-Displacement1

NameTypeMinMax

Factor of Safety1Automatic4.67849 Node: 149.4504 Node: 33

I-260 novi dobro postavljeni-Study 1-Factor of Safety-Factor of Safety1

NameTypeMinMax

Displacement2RFRES: Resultant Reaction Force0 NNode: 130098.6 NNode: 65

I-260 novi dobro postavljeni-Study 1-Displacement-Displacement2

NameTypeMinMax

Displacement3RMRES: Resultant Reaction Moment0 NmNode: 12244.82 NmNode: 65

I-260 novi dobro postavljeni-Study 1-Displacement-Displacement3

NameType

Shear-Moment Plot1Axial Force

I-260 novi dobro postavljeni-Study 1-Shear-Moment Plot-Shear-Moment Plot1

NameType

Shear-Moment Plot2Shear Force in Dir1

I-260 novi dobro postavljeni-Study 1-Shear-Moment Plot-Shear-Moment Plot2

NameType

Shear-Moment Plot3Shear Force in Dir2

I-260 novi dobro postavljeni-Study 1-Shear-Moment Plot-Shear-Moment Plot3

NameType

Shear-Moment Plot4Moment in Dir1

I-260 novi dobro postavljeni-Study 1-Shear-Moment Plot-Shear-Moment Plot4

NameType

Shear-Moment Plot5Moment in Dir2

I-260 novi dobro postavljeni-Study 1-Shear-Moment Plot-Shear-Moment Plot5

NameType

Shear-Moment Plot6Torque

I-260 novi dobro postavljeni-Study 1-Shear-Moment Plot-Shear-Moment Plot6

Conclusion

Analyzed with SolidWorks SimulationSimulation of I-260 novi dobro postavljeni1

Analyzed with SolidWorks SimulationSimulation of I-260 novi dobro postavljeni19