Information Package / Course Catalogue
| Course Code | : ME406 |
| Course Type | : Area Elective |
| Couse Group | : First Cycle (Bachelor's Degree) |
| Education Language | : English |
| Work Placement | : N/A |
| Theory | : 3 |
| Prt. | : 0 |
| Credit | : 3 |
| Lab | : 0 |
| ECTS | : 5 |
To teach and explain the basic definitions for the effects among external / internal forces and strains /deformations, to provide the student?s ability to apply the basic principles and to analyse the problems in order of increasing difficulty
The basic definitions, internal loads, simple stresses, combined stresses
| 1. | Determine the mechanical behaviour (stress and strain)of materials under different loading systems |
| 2. | Use graphical method (Mohrs circle) for obtianing the prinsipal plane and prinsipal stresses |
| 3. | Work out stresses for eccentric loading systems |
| 4. | Compute stresses for unsymmetrical bendings |
| 5. | Compute diflections in shafts under loading |
| 6. | Compute stability and buckling of members under compression loading cases |
| 1. | Beer,F.P.;Johnston, E.R.,Mechanics of Materials, 2nd Ed.,McGraw Hill Publishing Co., 1992 |
| 2. | Singer, F.D.; Pytel, A., Strength of Materials, 3rd ed., Harper&Row, Publishers, New York,1980 |
| Type of Assessment | Count | Percent |
|---|---|---|
| Assignment | 1 | %20 |
| Quiz | 2 | %20 |
| Midterm Examination | 1 | %60 |
| Activities | Count | Preparation | Time | Total Work Load (hours) |
|---|---|---|---|---|
| Lecture - Theory | 16 | 0 | 3 | 48 |
| Assignment | 1 | 0 | 10 | 10 |
| Studio Work | 16 | 0 | 2 | 32 |
| Midterm Examination | 1 | 0 | 10 | 10 |
| Final Examination | 1 | 10 | 15 | 25 |
| TOTAL WORKLOAD (hours) | 125 | |||
PÇ-1 | PÇ-2 | PÇ-3 | PÇ-4 | PÇ-5 | PÇ-6 | PÇ-7 | PÇ-8 | PÇ-9 | PÇ-10 | PÇ-11 | PÇ-12 | |
OÇ-1 | 3 | 5 | 4 | 3 | 5 | 4 | 4 | 5 | 3 | 4 | 5 | 3 |
OÇ-2 | 4 | 5 | 3 | 5 | 4 | 3 | 5 | 4 | 5 | 3 | 5 | 4 |
OÇ-3 | 3 | 5 | 4 | 3 | 5 | 4 | 4 | 5 | 3 | 5 | 4 | 3 |
OÇ-4 | 4 | 4 | 5 | 3 | 5 | 4 | 5 | 3 | 5 | 4 | 4 | 5 |
OÇ-5 | 3 | 5 | 4 | 5 | 3 | 5 | 4 | 5 | 3 | 5 | 4 | 5 |
OÇ-6 | 5 | 4 | 5 | 3 | 5 | 4 | 5 | 3 | 5 | 4 | 5 | 3 |