Course Information
Course Title Code Semester T + P ECTS
(Waiting for Translation) Betonarme I CIV311 5 3 + 1 5

Prerequisites None

Language English
Level Bachelor's Degree
Type Compulsory
Coordinator Structure
Instructors Prelector NAİL DEĞİRMENCİ, Assist.Prof. Burak ÖZ
Goals Behaviour of reinforced concrete, basic concepts, analysis and design of RC members according to ultimate and serviceability limit states considering current design codes.
Contents Introduction, definition and history of reinforced concrete; loads; mechanical behavior of concrete in uniaxial and multiaxial states of stres; time dependent behavior of concrete; mechanical behavior of reinforcing steel; behavior and strength of uniaxially loaded members; confinement; behavior and strength of members in pure bending; behavior and strength of members under combined bending and axial load; behavior and strength of members under combined shear and bending; bond and anchorage.
Work Placement(s) Absent

Number Learning Outcomes
1 Obtains knowledge about behavior of reinforced concrete, design according to limit state, and structural safety.
2 Learns the basic principles of the method of carrying power.
3 Reinforced concrete structural elements used in the cross-sectional analysis and tasarımınında recognize zorlarını. The structural elements of behavior to achieve the desired behavior with the condition on the carrying capacity to learn about effective design criteria.
4 Taking into account the analysis and design of reinforced concrete structures learn to applicable regulations.

Mode of Delivery Face-to-Face
Planned Learning Activities & Teaching Methods Lecture
Assessment Methods Mid-term exam, homework, final exam



Course Content
Week Topics Study Materials
1 Introduction, reinforced concrete definition, history, about concrete and steel material general information should related course materials
2 The behavior of reinforced concrete, limit states, the partial safety factors and building security, moving power of assumptions made in the method of should related course materials
3 According to stoop to a simple cross-section calculations, a simple single-fiber-reinforced flexural bearing capacity and dimensions of the rectangular cross section, with the help of the table rectangular cross-section calculations and numerical applications should related course materials
4 Double-reinforced bearing capacity and dimensions of the rectangular cross-sections, numerical applications should related course materials
5 Bearing capacity of flanged sections, flanged cross-section calculations, arbitrary cross-sections, the TS bending elements 500 and earthquakes, according to the Regulation on the size of conditions, numerical applications should related course materials
6 Analysis and design of double-reinforced sections should related course materials
7 Flexural analysis and design of random sections should related course materials
8 Midterm exam
9 Symmetric with respect to the effect of bending in a direction reinforced composite bearing capacity and sizing of columns, column four sides of the rectangular reinforced analysis and numerical applications should related course materials
10 Bearing capacity of composite columns subjected to flexure in two directions and the dimensions of the digital applications should read notes
11 Account the influence of the bending compound delicate columns in one direction. Moment magnification method should related course materials
12 Calculated according to the shear force, shear bearing capacity of reinforced beams. should related course materials
13 TS500 and transverse reinforcement in accordance with accounting principles and practices of the Turkish Earthquake Code should related course materials
14 Adherence and engagement, according to the Turkish Earthquake Code TS500-2000, and a constructive rules for beams should read notes



Sources
Textbook Reinforced Concrete, Uğur Ersoy, Tuğrul Tankut, METU Press, Ankara
Additional Resources 1. Betonarme Yapılar Prof. Dr Zekai Celep, Prof. Dr. Nahit Kumbasar, Sema Matbaacılık, İstanbul, 1998 2. Betonarme Yapıların Hesap ve Tasarımı Prof.Dr. Âdem Doğangün, Birsen Yayınevi, İstanbul, 2007 3. TS 500, Türk Standartları enstitüsü 4. DBYBHY-2007, Bayındırlık ve İskan Bakanlığı



Assessment System Quantity Percentage
In-Term Studies
Mid-terms 1 60
Assignments 2 40
In-Term Total 3 100
Contribution of In-Term Studies to Overall 50
Contribution of Final Exam to Overall 50
Total 100





Course's Contribution to PLO
No Key Learning Outcomes Level
1 2 3 4 5
1 Has the sufficient background on mathematics, science and engineering in his own branch. x
2 Makes use of conceptual and applied knowledge in mathematics, science and in his own area in accordance for engineering solutions. x
3 Determines, defines, formulates and solves problems in engineering; fort his aim selects and applies the appropriate analytical models and modeling techniques. x
4 Analyses a system, system component or process and in order to meet the requirements, designs under realistic conditions; thus applies modern techniques of design. x
5 Selects and uses modern techniques and devices necessary for engineering applications. x
6 Designs and carries out experiments, collects data, analyzes and comments on the findings.
7 Works effectively and individually on multi disciplinary teams. x
8 Accesses knowledge, and to do this, does research, uses databases and other data sources. x
9 Is aware of the importance of lifelong learning; follows advances in science and technology and updates his knowledge continuously. x
10 Uses communication and information technology at least at advanced level of European Computer Driving License. x
11 Communicates effectively both orally and in writing; uses a foreign language at least at B1 level of European Language Portfolio.



ECTS ALLOCATED BASED ON STUDENT WORKLOAD BY THE COURSE DESCRIPTION
Activities Quantity Duration (Hour) Total Work Load (h)
Course Duration 14 4 56
Hours for off-the-classroom study (Pre-study, practice) 14 4 56
Assignments 2 5 10
Mid-terms 1 12 12
Final examination 1 15 15
Total Work Load (h) 149
Total Work Load / 30 (h) 4.97
ECTS Credit of the Course 5