
Description of Individual Course UnitsCourse Unit Code  Course Unit Title  Type of Course Unit  Year of Study  Semester  Number of ECTS Credits  180102004202  STRENGTH OF MATERIALS  II  Compulsory  1  2  4 
 Level of Course Unit  First Cycle  Objectives of the Course  The aim is to calculate stresses and deformations of objects under external loadings and to give an ability to apply the knowledge of strength of materials on engineering applications and design problems  Name of Lecturer(s)  Prof. Ömer Rıza AKGÜN  Learning Outcomes  1  Compute the centroid and moment of inertia of areas having shapes commonly found in beams.  2  Compute the centroid and moment of inertia of areas having shapes commonly found in beams.  3  Understand the internal stress distribution produced by pure bending.  4  Understand the internal stress distribution produced by pure bending.  5  Compute the equation of elastic curve and maximum deflection by using double integration, moment area and superposition methods.  6  Compute the equation of elastic curve and maximum deflection by using double integration, moment area and superposition methods.  7  Give dimension to structural elements under combined loading conditions.  8  Give dimension to structural elements under combined loading conditions.  9  Analyze solid bodies by various energy methods.  10  Analyze solid bodies by various energy methods.  11  Calculate the critical stress of a structure using theories relating to elastic and inelastic buckling.  12  Calculate the critical stress of a structure using theories relating to elastic and inelastic buckling. 
 Mode of Delivery  Daytime Class  Prerequisites and corequisities  None  Recommended Optional Programme Components  None  Course Contents  Momentso inertia, Pure bending, Shear and bendig moment, Deflection of beams, Axial normal loading and bendisng moment, Axial normal loading and torsion, Bending moment and torsion, Methods of energy, Stability of beams.  Weekly Detailed Course Contents  
1  Moments of inertia for areas, Pure bending    2  Pure bending, Bending with shear    3  Bending with shear, Composite beams    4  Shear centre, Elastic curve, Method of differential equation    5  Mohr method, Method of cantilever beam    6  Solution of statically indetermined systems, Elastic curve of nonprismatic beams    7  Threemoment equation, Normal force with bending    8  Midterm exam    9  Core of a section, Unstrength material against to tension    10  Bending with torsion, Other cases of mechanics of materials    11  Energy methods    12  Principle of Virtual Work, Second midterm exam    13  Castigliano Theorems    14  Solution of statically indetermined systems with energy methods   
 Recommended or Required Reading  1 İnan, M. 1970; Cisimlerin Mukavemeti, Ofset Matbaacılık Ltd. Şti., İstanbul.
2 Kayan, İ. 1987; Cisimlerin Mukavemeti, İstanbul Teknik Üniversitesi Matbaası, Sayı:1334, Gümüşsuyuİstanbul.
3 Bakioğlu, M. 2009; Cisimlerin Mukavemeti Cilt 2, Beta Basım Yayım Dağıtım A. Ş., Çağaloğluİstanbul.
4 Omurtag, M. H. 2005; Mukavemet II, Birsen Yayınevi, İstanbul.
5 Özbek, T. 1987; Mukavemet, Birsen Yayınevi, Çağaloğluİstanbul.
6 Beer, F. P., DeWolf, J. T. 2008, Mechanics of Materials, McGrawHill Companies, ISBN13: 9780077221409.
7 Hibbeler, R. C. 2009, Mechanics of Materials, Seventh Edition.  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  Self Study  14  6  84  Individual Study for Mid term Examination  1  10  10  Individual Study for Final Examination  1  18  18  
Contribution of Learning Outcomes to Programme Outcomes  LO1  3  4  4  3  4  4  4  3  5  3  4  LO2  2  4  4  3  3  4  4  5  4  5  4  LO3  4  4  2  5  2  5  3  4  2  3  3  LO4  3  3  3  2  3  3  4  3  3  3  2  LO5  4  3  4  3  3  3  3  3  4  3  4  LO6  5  3  4  4  4  4  5  4  5  4  4  LO7             LO8             LO9             LO10             LO11             LO12            
 * Contribution Level : 1 Very low 2 Low 3 Medium 4 High 5 Very High 



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