analysis of stress and deflection of runway beam

(1)

ANALYSIS OF STRESS AND DEFLECTION OF RUNWAY BEAM COMPONENTS IN FRAME HOIST WITH 3D SOLIDWORKS SOFTWARE

By

Gabriel Hendri Susanto 2-1752-014

MASTER’S DEGREE in

MASTER OF MECHANICAL ENGINEERING-MANUFACTURING CONCENTRATION FACULTY OF ENGINEERING AND INFORMATION TECHNOLOGY

SWISS GERMAN UNIVERSITY The Prominence Tower

Jl. Jalur Sutera Barat No.15, Alam Sutra Tangerang 15143

Indonesia

August 2018

Revision after thesis defense on 31 July 2018

(2)

Gabriel Hendri Susanto STATEMENT BY THE AUTHOR

I hereby declare that this submission is my own work and to the best of my knowledge, it contains no material previously published or written by another person, nor material which to a substantial extent has been accepted for the award of any other degree or diploma at any educational institution, except where due acknowledgement is made in the thesis.

Gabriel Hendri Susanto

____________________________________________

Student Date

Approved by:

Dr. Ari Syahriar, M.Sc.

____________________________________________

Thesis Advisor Date

Dr. Ir. Gembong Baskoro, M.Sc.

____________________________________________

Thesis Co-Advisor Date

Dr. Irvan S Kartawiria S.T., Msc.

____________________________________________

Dean Date

(3)

ANALYSIS OF STRESS AND DEFLECTION OF RUNWAY BEAM COMPONENTS

IN FRAME HOIST WITH 3D SOLIDWORK SOFTWARE Page 3 of 69

Gabriel Hendri Susanto ABSTRACT

ANALYSIS OF STRESS AND DEFLECTION OF RUNWAY BEAM COMPONENTS IN FRAME HOIST WITH 3D SOLIDWORK SOFTWARE

By

Gabriel Hendri Susanto Dr. Ari Syahriar , Advisor

Dr. Ir. Gembong Baskoro, M.Sc., Co- Advisor

SWISS GERMAN UNIVERSITY

The lift system is very important in the industrial world. One lifting system that is often used in industry is frame hoist. This system is used as means of transportation equipment supporting the production process. Various components are used in creating this system, including frames, hoist, winders, ropes, and electric motor. When a crane construction performs the lifting and moving process of the goods then there is stress and deflection on the crane component. A large load or force will be directly proportional to the amount of stress and deflection experienced by the crane, and this will cause damage to the components of the crane. In this condition, the Run way beam becomes one of the components of the crane which has the potential to experience failure due to stress and high deflection. Therefore, this study focused only on Runway beam components. The stress and deflection calculations can be analyzed using 3D SolidWork software. The beam profile used in crane construction design is I profile using Japanese Industry Standards I-Beam JIS G 3192-4-200x100x25x4100.

For the type of material used is Cast Carbon Steel, Cast Alloy Steel, and ASTM A36.

With three loads: 20000N, 30000N, and 40000N and with the coordinate of load 2050 mm

Keywords :

Lift system, Runway Beam, I profile, stresses, deflection, 3D SolidWork software

(4)

(5)

Gabriel Hendri Susanto DEDICATION

I dedicate this works for the future of ATMI Cikarang and the country I loved:

Indonesia.

(6)

Gabriel Hendri Susanto ACKNOWLEDGEMENTS

I wish to thank the members of my committee for their support, patience and good humor. Their gentle but firm direction has been most appreciated. Dr. Ari Syahriar was particularly helpful in guiding me toward a qualitative methodology. Dr. Ir.

Gembong Baskoro, M.Sc. interest in sense of competence was the impetus for my proposal. Finally, I would like to thank Dr. Irvan S Kartawiria S.T., Msc. From the beginning, he had confidence in my abilities to not only complete a degree but to complete it with excellence. I also want to thanks which always gives form of moral or material for me in completing this thesis. Especially for :

1. My parent loved which continues to provide support and prayer.

2. My loved Stefani Dian Nugraheni Who always gives advice in completing this thesis.

3. All my friend were always together in the ups and downs.

.

(7)

Gabriel Hendri Susanto TABLE OF CONTENTS

Page

STATEMENT BY THE AUTHOR ... 2

ABSTRACT ... 3

DEDICATION ... 5

ACKNOWLEDGEMENTS ... 6

TABLE OF CONTENTS ... 7

Page ... 7

LIST OF FIGURES ... 9

1.1 Background ... 12

1.2 Objective ... 13

1.3 Research Questions ... 13

1.4 Hypothesis ... 13

CHAPTER 2 - LITERATURE REVIEW ... 14

2.1 Case Study ... 15

2.2 Research References ... 25

2.3 Conclusion ... 25

CHAPTER 3 – RESEARCH METHODS ... 28

3.1 Research Methods ... 28

3.2 Frame Work ... 29

3.3. Theoretical Approach ... 30

3.3.1 Deflection Definition ... 30

3.3.2 Bent Loading ... 32

3.3.3 Stress Distribution ... 33

3.3.4 Maximum Crooked Moment Determination ... 34

3.3.5. Deflection ... 37

3.4. 3D SolidWorks Software ... 38

3.4.1 Template in 3D SolidWorks ... 39

3.4.2. 3D SolidWorks 2018 ... 40

3.5 . Step of Research ... 40

3.5.1. Introduction of 3D SolidWorks ... 41

3.5.2. Modeling or Drawing Geometry ... 41

(8)

CHAPTER 4 – RESULTS AND DISCUSSIONS ... 42

4.1 Description 42 4.2 Beam Model with 3D SolidWorks 42 4.2.1. Material Data ... 43

4.2.2. Load coordinate ... 44

4.2.3. Load and material data ... 45

4.3. Collect the data and analysis ... 45

4.3.1. Simulation distribution of stress on runway beam in frame hoist using load of 20000N, 30000N, and 40000N with Cast Carbon Steel material. ... 45

4.3.2. Stress of material graphic ... 48

4.3.3. Simulation deflection on runway beam in frame hoist using load of 20000N, 30000N, and 40000N with Cast Carbon Steel material. ... 49

4.3.4. Graph of deflection on Cast Carbon Steel material ... 52

4.3.5. Graph of correlation deflection and stress ... 52

Figure 35. Graph of correlation deflection and stress ... 52

4.3.6. Simulation distribution of stress on runway beam in frame hoist using load of 20000N, 30000N, and 40000N with Cast Alloy Steel material. ... 53

4.3.7. Stress of Cast Alloy material graphic ... 56

4.3.8. Simulation of deflection on runway beam in frame hoist using load of 20000N, 30000N, and 40000N with Cast Alloy Steel material ... 56

4.3.9. Deflection of Cast Alloy material graphic ... 58

4.4. Correlation of stress and deflection graphic ... 58

4.4.1. Simulation of stress on runway beam in frame hoist using load of 20000N, 30000N, and 40000N with ASTM-A36 material ... 59

4.4.2. Stress of ASTM-A36 material graphic 62

4.4.3. Simulation of deflection on runway beam in frame hoist using load of

20000N, 30000N, and 40000N with ASTM-A36 material 62

4.4.4. Deflection of ASTM-A36 material graphic 64

4.4.5. Correlation of stress and deflection graphic 64

CHAPTER 5 – CONCLUSIONS AND RECCOMENDATIONS 65

5.1 Conclusions 65

5.2 Recommendations 65

GLOSARY 66

REFERENCES 67

[1] Thomas Nelson, Erke Wang, H2001, ‘Reliable FE-Modeling With ANSYS’, International Journal For Numerical Methods In Engineering, Vol.24, halaman 357-

367. 67