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Course Details
KTO KARATAY UNIVERSITY
Mühendislik ve Doğa Bilimleri Fakültesi
Programme of Civil Engineering
Course Details
Course Code Course Name Year Period Semester T+A+L Credit ECTS
05340007 Strength of Materials II 2 Spring 4 4+0+0 4 5
Course Type Compulsory
Course Cycle Bachelor's (First Cycle) (TQF-HE: Level 6 / QF-EHEA: Level 1 / EQF-LLL: Level 6)
Course Language Turkish
Methods and Techniques -
Mode of Delivery Face to Face
Prerequisites -
Coordinator -
Instructor(s) Prof. Atilla ÖZÜTOK
Instructor Assistant(s) -
Course Instructor(s)
Name and Surname Room E-Mail Address Internal Meeting Hours
Prof. Atilla ÖZÜTOK A-Z23 [email protected] 7487
Course Content
Oblique bending, elastic curve, fracture hypothesis, combined strength states, buckling
Objectives of the Course
To design rod elements in case of combined strength, to calculate displacement in rods with elastic curve methods, to apply stability concepts to rod systems.
Contribution of the Course to Field Teaching
Basic Vocational Courses X
Specialization / Field Courses X
Support Courses
Transferable Skills Courses
Humanities, Communication and Management Skills Courses
Relationships between Course Learning Outcomes and Program Outcomes
Relationship Levels
Lowest Low Medium High Highest
1 2 3 4 5
# Program Learning Outcomes Level
P1 Adequate knowledge in mathematics, science and related engineering discipline accumulation; theoretical and practical knowledge in these areas, complex engineering the ability to use in problems 5
P2 Ability to identify, formulate, and solve complex engineering problems; ability to select and apply appropriate analysis and modeling methods for this purpose. 5
Course Learning Outcomes
Upon the successful completion of this course, students will be able to:
No Learning Outcomes Outcome Relationship Measurement Method **
O1 Knows the oblique bending and compound strength states. P.1.51 1
O2 Sizing with using yield and fracture assumptions. P.2.10 1
O3 Calculate displacement using elastic curve. P.2.11 1
O4 Solves hyperstatic systems using elastic curves P.2.12 1
O5 Calculate the buckling loads of columns in various boundary conditions under the compressive force. P.2.13 1
O6 Knows oblique bending and compound strength states. P.2.38 1
** Written Exam: 1, Oral Exam: 2, Homework: 3, Lab./Exam: 4, Seminar/Presentation: 5, Term Paper: 6, Application: 7
Weekly Detailed Course Contents
Week Topics
1 Bending, Oblique Bending
2 Elastic Curve, Differential Equation Method, Initial Value Method
3 Initial Value Method discontinuous functions (T,M) diagrams
4 Cantilever Beam Method
5 Moment Area Method
6 Fracture Hypotheses
7 Shear Bending, Sizing
8 Stress Distribution in Various Sections
9 Shear stress in unsymmetrical sections, Shear Center
10 Eccentric Normal Force, core
11 Retaining walls
12 Bending Torsional Sprain
13 Various boundary conditions
14 Limits of buckling elastic formulas
Textbook or Material
Resources Aköz, AY., "Statik-Mukavemet", Beta, 2011
Aköz,AY., Eratlı n.,ve Kadıoğly F.,"Çözümlü Statik-Mukavemet"Birsen ,2016
İnan, M., "Cisimleri Mukavemeti",
Omurtag M.H.,"Mukavemet Çözümlü Problemleri"Cilt I, II, Birsen Yayınevi~.2006.
Evaluation Method and Passing Criteria
In-Term Studies Quantity Percentage
Attendance - -
Laboratory - -
Practice - -
Homework - -
Presentation - -
Projects - -
Quiz - -
Midterms 1 40 (%)
Final Exam 1 60 (%)
Total 100 (%)
ECTS / Working Load Table
Quantity Duration Total Work Load
Course Week Number and Time 14 4 56
Out-of-Class Study Time (Pre-study, Library, Reinforcement) 14 4 56
Midterms 1 20 20
Quiz 0 0 0
Homework 0 0 0
Practice 0 0 0
Laboratory 0 0 0
Project 0 0 0
Workshop 0 0 0
Presentation/Seminar Preparation 0 0 0
Fieldwork 0 0 0
Final Exam 1 20 20
Other 0 0 0
Total Work Load: 152
Total Work Load / 30 5,07
Course ECTS Credits: 5
Course - Learning Outcomes Matrix
Relationship Levels
Lowest Low Medium High Highest
1 2 3 4 5
# Learning Outcomes P1 P2
O1 Knows the oblique bending and compound strength states. 5 -
O2 Sizing with using yield and fracture assumptions. - 5
O3 Calculate displacement using elastic curve. - 5
O4 Solves hyperstatic systems using elastic curves - 5
O5 Calculate the buckling loads of columns in various boundary conditions under the compressive force. - 5
O6 Knows oblique bending and compound strength states. - 5