FEA Beam Analysis

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WaiLinnWin_Task06-Beam-1.docx

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Simulation of WaiLinnWin_Task06

Date: Thursday, 20 January 2022 Designer: Solidworks

Study name: Beam

Analysis type: Static

Table of Contents Description 1 Assumptions 2 Model Information 3 Study Properties 5 Units 5 Material Properties 6 Loads and Fixtures 6 Connector Definitions 7 Contact Information 7 Mesh information 8 Sensor Details 8 Resultant Forces 9 Beams 10 Study Results 11 Conclusion 19

Description

No Data

Assumptions

Model Information

Model name: WaiLinnWin_Task06

Current Configuration: Default<As Machined>

Beam Bodies:

Document Name and Reference

Formulation

Properties

Document Path/Date Modified

SolidBody 1(Sb beam - configured 80 X 6(1)[2])

Beam – Uniform C/S

Section Standard-weldment profiles/iso/sb beam

Section Area: 0.000767584m^2

Length:1,500mm

Volume:0.00115138m^3

Mass Density:7,850kg/m^3

Mass:9.03831kg

Weight:88.5754N

C:\Users\William Black\Downloads\SolidWorks FEA\Task 06\WaiLinnWin_Task06.SLDPRT

Jan 13 00:44:53 2022

SolidBody 2(Sb beam - configured 80 X 6(1)[1])

Beam – Uniform C/S

Section Standard-weldment profiles/iso/sb beam

Section Area: 0.000767584m^2

Length:2,000mm

Volume:0.00153517m^3

Mass Density:7,850kg/m^3

Mass:12.0511kg

Weight:118.101N

C:\Users\William Black\Downloads\SolidWorks FEA\Task 06\WaiLinnWin_Task06.SLDPRT

Jan 13 00:44:53 2022

SolidBody 3(Sb beam - configured 80 X 6(1)[3])

Beam – Uniform C/S

Section Standard-weldment profiles/iso/sb beam

Section Area: 0.000767584m^2

Length:1,500mm

Volume:0.00115138m^3

Mass Density:7,850kg/m^3

Mass:9.03831kg

Weight:88.5754N

C:\Users\William Black\Downloads\SolidWorks FEA\Task 06\WaiLinnWin_Task06.SLDPRT

Jan 13 00:44:53 2022

Study Properties

Study name

Beam

Analysis type

Static

Mesh type

Beam Mesh

Solver type

Direct sparse solver

Inplane Effect:

Off

Soft Spring:

Off

Inertial Relief:

Off

Incompatible bonding options

Automatic

Large displacement

Off

Compute free body forces

On

Result folder

SOLIDWORKS document (C:\Users\William Black\Downloads\SolidWorks FEA\Task 06)

Units

Unit system:

SI (MKS)

Length/Displacement

mm

Temperature

Kelvin

Angular velocity

Rad/sec

Pressure/Stress

N/m^2

Material Properties

Model Reference

Properties

Components

Name:

ASTM A36 Steel

Model type:

Linear Elastic Isotropic

Default failure criterion:

Max von Mises Stress

Yield strength:

2.5e+08 N/m^2

Tensile strength:

4e+08 N/m^2

Elastic modulus:

2e+11 N/m^2

Poisson's ratio:

0.26

Mass density:

7,850 kg/m^3

Shear modulus:

7.93e+10 N/m^2

SolidBody 1(Sb beam - configured 80 X 6(1)[2])(WaiLinnWin_Task06),

SolidBody 2(Sb beam - configured 80 X 6(1)[1])(WaiLinnWin_Task06),

SolidBody 3(Sb beam - configured 80 X 6(1)[3])(WaiLinnWin_Task06)

Curve Data:N/A

Loads and Fixtures

Fixture name

Fixture Image

Fixture Details

Fixed-1

Entities:

2 Joint(s)

Type:

Fixed Geometry

Load name

Load Image

Load Details

Force-1

Entities:

1 plane(s), 1 Point Load(s)

Reference:

Top Plane

Type:

Apply force

Values:

---, ---, -7,000 N

Moments:

---, ---, --- N.m

Force-2

Entities:

1 plane(s), 1 Beam (s)

Reference:

Top Plane

Type:

Apply force

Values:

---, ---, -5,000 N/m

Moments:

---, ---, --- N·m/m

Connector Definitions

No Data

Contact Information

No Data

Mesh information

Mesh type

Beam Mesh

Mesh information - Details

Total Nodes

211

Total Elements

207

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

00:00:01

Computer name:

LIAMMY

Sensor Details

No Data

Resultant Forces

Reaction forces

Selection set

Units

Sum X

Sum Y

Sum Z

Resultant

Entire Model

N

0

14,500

2.71051e-20

14,500

Reaction Moments

Selection set

Units

Sum X

Sum Y

Sum Z

Resultant

Entire Model

N.m

-9.01827e-13

6.03828e-13

16,875

16,875

Free body forces

Selection set

Units

Sum X

Sum Y

Sum Z

Resultant

Entire Model

N

0

0

0

0

Free body moments

Selection set

Units

Sum X

Sum Y

Sum Z

Resultant

Entire Model

N.m

0

0

0

0

Beams

Beam Forces

Beam Name

Joints

Axial(N)

Shear1(N)

Shear2(N)

Moment1(N.m)

Moment2(N.m)

Torque(N.m)

Beam-1(Sb beam - configured 80 X 6(1)[2])

1

-1.09894e-13

7,500

2.62181e-11

5.89907e-11

-16,875

-1.41096e-14

2

1.09905e-13

-7,500

-2.62181e-11

-1.96636e-11

5,625

1.41103e-14

Beam-2(Sb beam - configured 80 X 6(1)[1])

1

3.95394e-12

3,500

1.2537e-11

6.31749e-12

-1,750

4.82e-13

2

-3.37995e-11

3,500

3.06163e-11

-1.50552e-11

1,750

1.11079e-12

Beam-3(Sb beam - configured 80 X 6(1)[3])

1

-2.88091e-23

1.46743e-08

-3.53013e-21

5.41572e-23

-8.18268e-09

-1.37927e-25

2

6.09378e-11

7,500

3.31869e-11

2.48902e-11

-5,625

4.26866e-13

Beam Stresses

Beam Name

Joints

Axial(N/m^2)

Bending Dir1(N/m^2)

Bending Dir2(N/m^2)

Torsional (N/m^2)

Upper bound axial and bending(N/m^2)

Beam-1(Sb beam - configured 80 X 6(1)[2])

1

-1.43169e-10

2.1264e-05

8.7035e+08

-6.33691e-08

8.7035e+08

2

-1.43183e-10

7.08798e-06

2.90117e+08

6.33725e-08

2.90117e+08

Beam-2(Sb beam - configured 80 X 6(1)[1])

1

5.15115e-09

2.27722e-06

9.02585e+07

2.16476e-06

9.02585e+07

2

4.40336e-08

5.42685e-06

9.02585e+07

4.98881e-06

9.02585e+07

Beam-3(Sb beam - configured 80 X 6(1)[3])

1

3.75321e-20

-1.95217e-17

-0.000422033

-6.19459e-19

0.000422033

2

7.93891e-08

8.97198e-06

2.90117e+08

1.91714e-06

2.90117e+08

Study Results

Name

Type

Min

Max

Stress1

Upper bound axial and bending

75,474N/m^2

Element: 146

870,350,208N/m^2

Element: 62

WaiLinnWin_Task06-Beam-Stress-Stress1

Name

Type

Min

Max

Displacement1

URES: Resultant Displacement

0.000000mm

Node: 63

279.457825mm

Node: 147

WaiLinnWin_Task06-Beam-Displacement-Displacement1

Name

Type

Min

Max

Displacement2

RZ: Rotation in Z Direction

-0.126926rad

Node: 147

0.002820rad

Node: 84

WaiLinnWin_Task06-Beam-Displacement-Displacement2

Name

Type

Min

Max

Displacement3

RX: Rotation in X Direction

-0.000000rad

Node: 1

0.000000rad

Node: 104

WaiLinnWin_Task06-Beam-Displacement-Displacement3

Name

Type

Min

Max

Displacement4

RY: Rotation in Y Direction

-0.000000rad

Node: 147

0.000000rad

Node: 83

WaiLinnWin_Task06-Beam-Displacement-Displacement4

Name

Type

Min

Max

Displacement5

UX: X Displacement

-0.000000mm

Node: 147

0.000000mm

Node: 1

WaiLinnWin_Task06-Beam-Displacement-Displacement5

Name

Type

Min

Max

Displacement6

UY: Y Displacement

-279.457825mm

Node: 147

0.000000mm

Node: 63

WaiLinnWin_Task06-Beam-Displacement-Displacement6

Name

Type

Min

Max

Displacement7

UZ: Z Displacement

0.000000mm

Node: 63

0.000000mm

Node: 147

WaiLinnWin_Task06-Beam-Displacement-Displacement7

Name

Type

Min

Max

Displacement8

RFRES: Resultant reaction force

0N

Node: 1

11,000N

Node: 63

WaiLinnWin_Task06-Beam-Displacement-Displacement8

Name

Type

Min

Max

Stress2

Axial P/A

-0N/m^2

Element: 4

0N/m^2

Element: 207

WaiLinnWin_Task06-Beam-Stress-Stress2

Name

Type

Shear-Moment Plot1

Shear Force in Dir1

WaiLinnWin_Task06-Beam-Shear-Moment Plot-Shear-Moment Plot1

Name

Type

Shear-Moment Plot2

Moment about Dir2

WaiLinnWin_Task06-Beam-Shear-Moment Plot-Shear-Moment Plot2

Image-1

Conclusion

Analyzed with SOLIDWORKS Simulation

Simulation of WaiLinnWin_Task06

1

Analyzed with SOLIDWORKS Simulation

Simulation of WaiLinnWin_Task06

16