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Description of Individual Course Units| Course Unit Code | Course Unit Title | Type of Course Unit | Year of Study | Semester | Number of ECTS Credits | | İ210B2 | Resistance II | Compulsory | 2 | 4 | 4 |
| | Level of Course Unit | | First Cycle | | Objectives of the Course | | To provide students with the knowledge and skills to analyze the behavior of building elements exposed to external influences and to design and dimension these elements. | | Name of Lecturer(s) | | Doç. Dr. Muhittin TURAN | | Learning Outcomes | | 1 | Calculates the stresses that will occur in case of oblique bending in the beams and designs this element. | | 2 | Detects the slip center and makes the necessary calculations to design distorted and bent structural elements. | | 3 | Analyzes the stresses in rod systems in case of more than one type of loading. | | 4 | Derives the equation of the elastic curve in beams using different methods. | | 5 | Calculates the elastic strain energy for different loading situations. | | 6 | Performs force and displacement calculations using energy methods. | | 7 | Performs stability analysis on bars loaded parallel to their axis with different support conditions. |
| | Mode of Delivery | | Normal Education | | Prerequisites and co-requisities | | None | | Recommended Optional Programme Components | | None | | Course Contents | | Moments of Inertia, Simple Bending, Shear Bending, Elastic Curve, Eccentric Normal Force, Normal Force and Torsion, Bending Torsion, Energy Methods, Buckling. | | Weekly Detailed Course Contents | |
| 1 | Moment of inertia, Simple bending | Problem solving on the subject | | | 2 | Simple bending, Shear and bending | Problem solving on the subject | | | 3 | Shear and bending, composite beams | Problem solving on the subject | | | 4 | Shear center, elastic curve and differential equation method | Problem solving on the subject | | | 5 | Mohr method, cantilever beam method | Problem solving on the subject | | | 6 | Solution of hyperstatic systems, elastic curve of nonprismatic beams | Problem solving on the subject | | | 7 | Normal force and bending | Problem solving on the subject | | | 8 | Midterm | | | | 9 | Core of a section,resistless material against tension | Problem solving on the subject | | | 10 | Bending with twist, other stress states | Problem solving on the subject | | | 11 | Energy methods | Problem solving on the subject | | | 12 | Method of Virtual Work | Problem solving on the subject | | | 13 | Castigliano's method | Problem solving on the subject | | | 14 | Solution of hyperstatic systems with energy methods | Problem solving on the subject | | | 15 | Buckling (Elastic Stability) | Problem solving on the subject | |
| | Recommended or Required Reading | | Omurtag, M.H. 2013; Mukavemet Cilt 2, Birsen Yayınevi, İstanbul
Omurtag, M.H. 2013; Mukavemet Çözümlü Problemler Cilt 2, Birsen Yayınevi, İstanbul
Bakioğlu, M. 2009; Cisimlerin Mukavemeti Cilt 2, Beta Basım Yayın
Bakioğlu, M. 2009; Cisimlerin Mukavemeti Problem Kitabı Cilt 2, Beta Basım Yayın
İnan, M. 2015; Cisimlerin Mukavemeti,İTÜ Vakfı Yayınları
Beer, F.P., Johnston, E.R., Dewolf, J.T., Mazurek, D.F. 2014; Cisimlerin Mukavemeti, Literatür Yayıncılık
Çağdaş, M.S. 2015; Şekil Değiştiren Cisim Mekaniği: Mukavemet – 2, İstanbul Gelişim Üniversitesi Yayınları | | Planned Learning Activities and Teaching Methods | | | Assessment Methods and Criteria | |
| Midterm Examination | 1 | 100 | | SUM | 100 | |
| Final Examination | 1 | 100 | | SUM | 100 | | Term (or Year) Learning Activities | 40 | | End Of Term (or Year) Learning Activities | 60 | | SUM | 100 |
| | Language of Instruction | | Turkish | | Work Placement(s) | | None |
| | Workload Calculation | |
| Midterm Examination | 1 | 1 | 1 | | Final Examination | 1 | 2 | 2 | | Attending Lectures | 14 | 4 | 56 | | Problem Solving | 14 | 3 | 42 | | Individual Study for Mid term Examination | 1 | 9 | 9 | | Individual Study for Final Examination | 1 | 10 | 10 | |
| Contribution of Learning Outcomes to Programme Outcomes | | LO1 | 5 | 4 | 4 | 1 | 1 | 2 | 1 | 1 | 1 | 1 | 2 | 1 | 3 | | LO2 | 5 | 4 | 4 | 1 | 1 | 2 | 1 | 1 | 1 | 1 | 2 | 1 | 3 | | LO3 | 5 | 4 | 4 | 1 | 1 | 2 | 1 | 1 | 1 | 1 | 2 | 1 | 3 | | LO4 | 5 | 4 | 4 | 1 | 1 | 2 | 1 | 1 | 1 | 1 | 2 | 1 | 3 | | LO5 | 5 | 4 | 4 | 1 | 1 | 2 | 1 | 1 | 1 | 1 | 2 | 1 | 3 | | LO6 | 5 | 4 | 4 | 1 | 1 | 2 | 1 | 1 | 1 | 1 | 2 | 1 | 3 | | LO7 | 5 | 4 | 4 | 1 | 1 | 2 | 1 | 1 | 1 | 1 | 2 | 1 | 3 |
| | * Contribution Level : 1 Very low 2 Low 3 Medium 4 High 5 Very High |
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