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OINS4038 | Special Subjects in Reınforced Concrete | 2+0+0 | ECTS:4 | Year / Semester | Spring Semester | Level of Course | First Cycle | Status | Elective | Department | DEPARTMENT of CIVIL ENGINEERING | Prerequisites and co-requisites | None | Mode of Delivery | Face to face | Contact Hours | 14 weeks - 2 hours of lectures per week | Lecturer | Doç. Dr. Hasan Tahsin ÖZTÜRK | Co-Lecturer | | Language of instruction | Turkish | Professional practise ( internship ) | None | | The aim of the course: | The aim of this course is to provide students with a better understanding of the subjects that cannot be detailed in the reinforced concrete and reinforced concrete project courses.
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Learning Outcomes | CTPO | TOA | Upon successful completion of the course, the students will be able to : | | | LO - 1 : | Interpreting the behavior of reinforced concrete elements; | 1,5,11 | 1 | LO - 2 : | To comprehend and apply the calculating bearing capacity of the elements; | 1,5,11 | 1 | LO - 3 : | Recognizing the regulations and standards related to reinforced concrete and knowing the main issues; | 1,5,11 | 1 | LO - 4 : | To have information about the problems and solutions that may be encountered in practice; | 1,5,11 | | LO - 5 : | To be able to control the findings obtained from the computer program; | 1,5,11 | 1 | LO - 6 : | To be able to distinguish the account to be made according to the cross-section effects on the elements; | 1,5,11 | 1 | CTPO : Contribution to programme outcomes, TOA :Type of assessment (1: written exam, 2: Oral exam, 3: Homework assignment, 4: Laboratory exercise/exam, 5: Seminar / presentation, 6: Term paper), LO : Learning Outcome | |
Shear design of high ductility level beams, design of beams under shear and torsion, design of short cantilevers, design of deep beams, deflection and crack control in beams, behavior and calculations of slender columns, shear design in columns with high ductility level, joints of reinforced concrete elements, behavior of RC shear walls and calculations, behaviors and calculations of raft foundations, behavior of RC cantilever retaining walls and calculations. |
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Course Syllabus | Week | Subject | Related Notes / Files | Week 1 | Shear design of high ductility level beams | | Week 2 | Shear design of high ductility level beams | | Week 3 | Design of beams under shear and torsion | | Week 4 | Design of beams under shear and torsion | | Week 5 | Design of short cantilevers | | Week 6 | Design of deep beams | | Week 7 | Design of deep beams | | Week 8 | Deflection and crack control in beams | | Week 9 | Mid term exam | | Week 10 | Behavior and calculations of slender columns | | Week 11 | Shear design in columns with high ductility level | | Week 12 | Joints of reinforced concrete elements | | Week 13 | Behavior of RC shear walls and calculations | | Week 14 | Behaviors and calculations of raft foundations | | Week 15 | Behavior of RC cantilever retaining walls and calculations | | Week 16 | Final Exam | | |
1 | ÖZTÜRK, H.T. Betonarme Ders Notları, (Yayınlanmamış),2018. | | |
1 | ÖZTÜRK, H.T. Betonarme Çizelgeleri, (Yayınlanmamış),2018. | | 2 | DOĞANGÜN, A. (2018). Betonarme yapıların hesap ve tasarımı. Birsen yayınevi. | | 3 | CELEP, Z. (2018) Betonarme Yapılar, Beta basım Yayım. | | |
Method of Assessment | Type of assessment | Week No | Date | Duration (hours) | Weight (%) | Mid-term exam | 9 | 02/04/2019 | 1,5 | 50 | End-of-term exam | 16 | 20/052019 | 1,5 | 50 | |
Student Work Load and its Distribution | Type of work | Duration (hours pw) | No of weeks / Number of activity | Hours in total per term | Yüz yüze eğitim | 2 | 14 | 28 | Sınıf dışı çalışma | 2 | 14 | 28 | Arasınav için hazırlık | 2 | 9 | 18 | Arasınav | 1.5 | 1 | 1.5 | Dönem sonu sınavı için hazırlık | 4 | 5 | 20 | Dönem sonu sınavı | 1.5 | 1 | 1.5 | Diğer 1 | 2 | 9 | 18 | Total work load | | | 115 |
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