1 | Course Title: | REINFORCED CONCRETE |
2 | Course Code: | BSM3525-Z |
3 | Type of Course: | Optional |
4 | Level of Course: | First Cycle |
5 | Year of Study: | 3 |
6 | Semester: | 5 |
7 | ECTS Credits Allocated: | 3 |
8 | Theoretical (hour/week): | 1 |
9 | Practice (hour/week) : | 2 |
10 | Laboratory (hour/week) : | 0 |
11 | Prerequisites: | - |
12 | Recommended optional programme components: | None |
13 | Language: | Turkish |
14 | Mode of Delivery: | Face to face |
15 | Course Coordinator: | Prof. Dr. ERCAN ŞİMŞEK |
16 | Course Lecturers: | - |
17 | Contactinformation of the Course Coordinator: |
e-posta : esimsek@uludag.edu.tr Telefon: 0 224 2941622 Adres: Uludağ Üniversitesi, Ziraat Fakültesi, Biyosistem Mühendisliği Bölümü, Görükle Kampusu, 16059, Nilüfer/BURSA |
18 | Website: | |
19 | Objective of the Course: | Students is taught the principles of desing of reinforced concrete material as a structural compenent in agricultural structure design |
20 | Contribution of the Course to Professional Development |
21 | Learning Outcomes: |
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22 | Course Content: |
Week | Theoretical | Practical |
1 | Introduction, course presentation and to inform on the method to be followed during the semester | Introduction of basic concepts of concrete, steel and reinforced concrete |
2 | Physical and mechanical properties of concrete and concrete steel, as a building material | Example problems |
3 | Basic principles and methods used in the design of reinforced concrete structures | Example solution on load coefficients and coefficients of the material |
4 | Materials under the influence of axial force | Behavior under load and carrying capacity of columns with stirrup and wound |
5 | Bearing capacity and dimensioning of short column with stirrup | Example problems |
6 | Basic principles and assumptions in determining the bending strength of reinforced concrete sections | Concrete elements under influence of pure bending |
7 | Bearing capacity of reinforced rectangular sections with single fitting | Example solution on bearing capacity of reinforced rectangular sections with single fitting |
8 | Sizing of reinforced rectangular sections with single fitting (Cross-Section account) | Example problems |
9 | Repetition of course | Evaluation of the examination |
10 | Sizing and bearing capacity of reinforced rectangular sections with double fittings | Example problems |
11 | Bearing capacity of beams with T-section, triangular and trapezoidal cross-section | Example problems |
12 | Calculation of flexural fittings of reinforced concrete beams | Example problems |
13 | Elements effected by the combined bending | Example problems |
14 | Elements under the influence of shear force | Example problems |
23 | Textbooks, References and/or Other Materials: |
1.İlhan Berktay 2005. Betonarme I. Taşıma Gücü ve Kesit Hesapları..TMMOB İnşaat Müh. Odası İstanbul Şubesi. İstanbul. 2.Celep, Z. ve N. Kumbasar 1998. Betonarme Yapılar. Sema Matbaacılık. İstanbul. 3.Ersoy U 1987. Betonarme, Taşıma Gücü. Evrim Dağıtım. İstanbul. |
24 | Assesment |
TERM LEARNING ACTIVITIES | NUMBER | PERCENT |
Midterm Exam | 1 | 30 |
Quiz | 0 | 0 |
Homeworks, Performances | 2 | 10 |
Final Exam | 1 | 60 |
Total | 4 | 100 |
Contribution of Term (Year) Learning Activities to Success Grade | 40 | |
Contribution of Final Exam to Success Grade | 60 | |
Total | 100 | |
Measurement and Evaluation Techniques Used in the Course | ||
Information |
25 | ECTS / WORK LOAD TABLE |
Activites | NUMBER | TIME [Hour] | Total WorkLoad [Hour] |
Theoretical | 14 | 1 | 14 |
Practicals/Labs | 14 | 2 | 28 |
Self Study and Preparation | 12 | 1 | 12 |
Homeworks, Performances | 2 | 5 | 10 |
Projects | 0 | 0 | 0 |
Field Studies | 0 | 0 | 0 |
Midtermexams | 1 | 10 | 10 |
Others | 1 | 4 | 4 |
Final Exams | 1 | 12 | 12 |
Total WorkLoad | 100 | ||
Total workload/ 30 hr | 3 | ||
ECTS Credit of the Course | 3 |
26 | CONTRIBUTION OF LEARNING OUTCOMES TO PROGRAMME QUALIFICATIONS | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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LO: Learning Objectives | PQ: Program Qualifications |
Contribution Level: | 1 Very Low | 2 Low | 3 Medium | 4 High | 5 Very High |