>
Course Unit Title | Course Unit Code | Type of Course Unit | Level of Course Unit | Year of Study | Semester | ECTS Credits |
---|---|---|---|---|---|---|
Mechanical Science and Elements | OMP207 | Compulsory | Associate degree | 2 | Fall | 2 |
Associate Prof. Dr. Abdulkadir CENGİZ
Associate Prof. Dr. Ali KİBAR
Associate Prof. Dr. Mustafa TÜMER
Assistant Prof. Dr. Serkan AKTAŞ
Assistant Prof. Dr. Rıza Emre ERGÜN
Assistant Prof. Dr. Sinan YILMAZ
Lecturer Ahmet ÇALIŞKAN
Lecturer Erdem YEĞİN
1) Explain the main strength at the design
1) Explain the main strength at the design
2) Describe the module and the poisson ratio of materials
2) Describe the module and the poisson ratio of materials
3) Solve stress problems of bending and torsion stress in machine elements
3) Solve stress problems of bending and torsion stress in machine elements
4) Use strength tables of materials
4) Use strength tables of materials
5) Distinguish the difference between static and dynamic loading
5) Distinguish the difference between static and dynamic loading
6) Classify the machine elements
6) Classify the machine elements
7) Solve shaft and axis problems
7) Solve shaft and axis problems
8) Solve the problems of welding joints and gear
8) Solve the problems of welding joints and gear
Program Competencies | |||||||||||||||||||||
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | ||
Learning Outcomes | |||||||||||||||||||||
1 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | |
1 | No relation | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | |
2 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | |
2 | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | |
3 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | |
3 | Middle | Middle | Middle | High | High | High | High | High | Middle | Middle | Middle | Middle | Middle | Middle | Middle | High | High | High | High | High | |
4 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | |
4 | Middle | Middle | Middle | High | High | High | High | Middle | Middle | Middle | Middle | Middle | High | High | High | High | High | High | High | High | |
5 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | |
5 | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | |
6 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | |
6 | High | High | High | High | High | High | High | High | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | |
7 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | |
7 | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | |
8 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | |
8 | High | High | High | High | High | High | High | High | High | High | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle | Middle |
Face to Face
None
Not Required
Basic concepts of statics, strength and construction process and the unit system, tension and compression stress, stress-strain plot. rigitity module and the safety factor. Reading material strength tables. Tensile and compressive stresses, shear (cutting) stress, bending stress. torsional stresses. Solution of problems related with static and dynamic loading of machine components. Classification of machine components. The power transmission in shafts and shaft design. Connecting elements, welding and types, strength calculations and sample problem solutions. Solutions of the strength of the gear problem.
Turkish
Not Required