Chat with us, powered by LiveChat Help me construct a lab report on beam analysis according to the instruction, including the calculation for direct stiffness us | Wridemy

Help me construct a lab report on beam analysis according to the instruction, including the calculation for direct stiffness us

Help me construct a lab report on beam analysis according to the instruction, including the calculation for direct stiffness using Excel. Necessary files and images are included below. F=7000 N W=5000 N/m. 

Finite Element Analysis Coursework (v10)

10

Task 06 (10 marks)

Beam Analysis

The beam is made of ASTM A36 ISO sb beam 80 x 6 mm as shown in Figure 6.

• Crossed section area (As) = 768 mm2

• Modulus of Elasticity (E) = 200 GPa

• Moment of Inertia (I) = 775549 mm4

• Point Load (F) = 7th digit of Student ID × 1000 N

• Uniform Distribution Load (W) = 5th digit of Student ID × 1000 N/m

This is a linear static implicit FE analysis.

Figure 6 (Raoufi, 2015)

1. Create the FE model of the beam and name it YourFullName_Task06.sldprt, using the

Solidworks Simulation to

• determine the maximum displacement and rotation of the beam.

• determine the reaction force A and B.

• create the Shear Force and Bending Moment Diagram.

• determine the axial stress in the beam.

2. For the statically indeterminate beam, using the Direct Stiffness Method to

• determine the maximum displacement and rotation of the beam.

• determine the reaction force A and B.

• sketch the Shear Force and Bending Moment Diagram.

• determine the axial stress of the beam.

3. Tabulate, compare and discuss the results. Word count 500 words (+/– 10%).

,

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:UsersWilliam BlackDownloadsSolidWorks FEATask 06WaiLinnWin_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:UsersWilliam BlackDownloadsSolidWorks FEATask 06WaiLinnWin_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:UsersWilliam BlackDownloadsSolidWorks FEATask 06WaiLinnWin_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:UsersWilliam BlackDownloadsSolidWorks FEATask 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

Our website has a team of professional writers who can help you write any of your homework. They will write your papers from scratch. We also have a team of editors just to make sure all papers are of HIGH QUALITY & PLAGIARISM FREE. To make an Order you only need to click Ask A Question and we will direct you to our Order Page at WriteDemy. Then fill Our Order Form with all your assignment instructions. Select your deadline and pay for your paper. You will get it few hours before your set deadline.

Fill in all the assignment paper details that are required in the order form with the standard information being the page count, deadline, academic level and type of paper. It is advisable to have this information at hand so that you can quickly fill in the necessary information needed in the form for the essay writer to be immediately assigned to your writing project. Make payment for the custom essay order to enable us to assign a suitable writer to your order. Payments are made through Paypal on a secured billing page. Finally, sit back and relax.

Do you need an answer to this or any other questions?

About Wridemy

We are a professional paper writing website. If you have searched a question and bumped into our website just know you are in the right place to get help in your coursework. We offer HIGH QUALITY & PLAGIARISM FREE Papers.

How It Works

To make an Order you only need to click on “Order Now” and we will direct you to our Order Page. Fill Our Order Form with all your assignment instructions. Select your deadline and pay for your paper. You will get it few hours before your set deadline.

Are there Discounts?

All new clients are eligible for 20% off in their first Order. Our payment method is safe and secure.

Hire a tutor today CLICK HERE to make your first order

Related Tags

Academic APA Writing College Course Discussion Management English Finance General Graduate History Information Justify Literature MLA