Course Description
| Course | Code | Semester | T+P (Hour) | Credit | ECTS |
|---|---|---|---|---|---|
| DESIGN of REINFORCED CONCRETE | İNŞ2176940 | Fall Semester | 3+0 | 3 | 4 |
| Course Program | Pazartesi 13:30-14:15 Pazartesi 14:30-15:15 Pazartesi 15:30-16:15 |
| Prerequisites Courses | |
| Recommended Elective Courses |
| Language of Course | Turkish |
| Course Level | Short Cycle (Associate's Degree) |
| Course Type | Required |
| Course Coordinator | Lect. Özge KARABAY |
| Name of Lecturer(s) | Lect. Özge KARABAY |
| Assistant(s) | |
| Aim | It is aimed to teach the behavior of reinforced concrete and fundamental principles. |
| Course Content | This course contains; The history of reinforced concrete, application ares, superior and weak points.,Materials of Reinforced concrete and classification of concrete and steel.,Steel Reinforcement,Loads and load combinations. Structural safety.,Axial compression and Axial tension calculations,Calculations for bending moment (For single reinforced rectangular sections),Calculations for bending moment (For double reinforced rectangular sections),Calculations for bending moment (For T-beams),Calculations for bending moment (Any sections),Combined flexure and axial load (for one direction),Combined flexure and axial load (for one direction-continue),Combined flexure and axial load (for two direction),Shear force calculations,Torsion calculations. |
| Dersin Öğrenme Kazanımları | Teaching Methods | Assessment Methods |
| Interprets the behavior of reinforced concrete elements. | 12, 14, 5, 9 | A, C, G, J |
| Extract the relationship between bending moment and combined moment. | 12, 14, 5, 9 | A, C, G, J |
| Defines codes and standards that are compulsory to use. | 12, 14, 5, 9 | A, C, G, J |
| Defines problems and solutions that can be faced during applications. | 12, 14, 5, 9 | A, C, G, J |
| Shows advantages and disadvantages of Reinforced Concrete Systems over other Structural Systems. | 12, 14, 5, 9 | A, C, G, J |
| Calculates the bearing capacity moment of a rectangular beam under simple bending conditions. | 12, 14, 5, 9 | A, C, G, J |
| Calculates the bearing capacity moment of a t-beam under simple bending conditions. | 12, 14, 5, 9 | A, C, G, J |
| Teaching Methods: | 12: Problem Solving Method, 14: Self Study Method, 5: Cooperative Learning, 9: Lecture Method |
| Assessment Methods: | A: Traditional Written Exam, C: Multiple-Choice Exam, G: Quiz, J: Peer Assessment Technique |
Course Outline
| Order | Subjects | Preliminary Work |
|---|---|---|
| 1 | The history of reinforced concrete, application ares, superior and weak points. | |
| 2 | Materials of Reinforced concrete and classification of concrete and steel. | |
| 3 | Steel Reinforcement | |
| 4 | Loads and load combinations. Structural safety. | |
| 5 | Axial compression and Axial tension calculations | |
| 6 | Calculations for bending moment (For single reinforced rectangular sections) | |
| 7 | Calculations for bending moment (For double reinforced rectangular sections) | |
| 8 | Calculations for bending moment (For T-beams) | |
| 9 | Calculations for bending moment (Any sections) | |
| 10 | Combined flexure and axial load (for one direction) | |
| 11 | Combined flexure and axial load (for one direction-continue) | |
| 12 | Combined flexure and axial load (for two direction) | |
| 13 | Shear force calculations | |
| 14 | Torsion calculations |
| Resources |
| There are lecture notes based on various textbook. |
| 1 Ersoy, U., Özcebe, G., Betonarme, ISBN 987-975-503-123-5, Evrim Yayınevi ve Tic. Ltd. Şti., 2001. 2 Celep, Z., Kumbasar, N.," Betonarme Yapılar ", ISBN 975-95405-3-3, Beta Dağıtım, İstanbul, 2005. 3 Doğangün A, Betonarme yapıların hesap ve tasarımı, 4. Baskı, Birsen Yayınevi, ISBN: 975-511-310-X, 2008. 4 Nawy, E.G.," Reinforced Concrete A Fundamental Approach", Fourth Edition, ISBN 0-13-020592-3, Prentice Hall, New Jersey, 2000. |
Course Contribution to Program Qualifications
| Course Contribution to Program Qualifications | |||||||
| No | Program Qualification | Contribution Level | |||||
| 1 | 2 | 3 | 4 | 5 | |||
| 1 | Offer necessary applications and solution proposals In the field of Construction Technologies. | X | |||||
| 2 | Define adequate practical, theoretical and technical knowledge in suitable areas in the field of Construction Technology. | X | |||||
| 3 | Use at least one CAD program for drawing architectural and static projects. | ||||||
| 4 | Demonstrate technical application skills in the design, repair and reinforcement of building elements. | X | |||||
| 5 | Be able to recognize and select construction materials. | X | |||||
| 6 | Aware of the necessity of life-long learning, constantly renew themselves by constantly monitoring developments in the field of Construction Technology and critically evaluate the knowledge and skills acquired. | ||||||
| 7 | Take an active role in the preparation and implementation phases of construction projects. | X | |||||
| 8 | By acting in accordance with professional ethics, principles and values, become a model to colleagues and society. | ||||||
| 9 | Take part in researches, projects and events in cooperation with site staff and other auxiliary units with a sense of responsibility. | X | |||||
| 10 | Use theoretical and practical knowledge in the field of Construction Technology. | X | |||||
| 11 | Perform the necessary experiments in the fields of construction materials and soil mechanics and prepare reports of these experiments. | X | |||||
| 12 | Calculate and report bill of quantities, cost and merit related to construction | ||||||
Assessment Methods
| Contribution Level | Absolute Evaluation | |
| Rate of Midterm Exam to Success | 40 | |
| Rate of Final Exam to Success | 60 | |
| Total | 100 | |
| ECTS / Workload Table | ||||||
| Activities | Number of | Duration(Hour) | Total Workload(Hour) | |||
| Course Hours | 14 | 3 | 42 | |||
| Guided Problem Solving | 0 | 0 | 0 | |||
| Resolution of Homework Problems and Submission as a Report | 1 | 18 | 18 | |||
| Term Project | 1 | 10 | 10 | |||
| Presentation of Project / Seminar | 1 | 10 | 10 | |||
| Quiz | 0 | 0 | 0 | |||
| Midterm Exam | 1 | 20 | 20 | |||
| General Exam | 1 | 20 | 20 | |||
| Performance Task, Maintenance Plan | 0 | 0 | 0 | |||
| Total Workload(Hour) | 120 | |||||
| Dersin AKTS Kredisi = Toplam İş Yükü (Saat)/30*=(120/30) | 4 | |||||
| ECTS of the course: 30 hours of work is counted as 1 ECTS credit. | ||||||
Detail Informations of the Course
Course Description
| Course | Code | Semester | T+P (Hour) | Credit | ECTS |
|---|---|---|---|---|---|
| DESIGN of REINFORCED CONCRETE | İNŞ2176940 | Fall Semester | 3+0 | 3 | 4 |
| Course Program | Pazartesi 13:30-14:15 Pazartesi 14:30-15:15 Pazartesi 15:30-16:15 |
| Prerequisites Courses | |
| Recommended Elective Courses |
| Language of Course | Turkish |
| Course Level | Short Cycle (Associate's Degree) |
| Course Type | Required |
| Course Coordinator | Lect. Özge KARABAY |
| Name of Lecturer(s) | Lect. Özge KARABAY |
| Assistant(s) | |
| Aim | It is aimed to teach the behavior of reinforced concrete and fundamental principles. |
| Course Content | This course contains; The history of reinforced concrete, application ares, superior and weak points.,Materials of Reinforced concrete and classification of concrete and steel.,Steel Reinforcement,Loads and load combinations. Structural safety.,Axial compression and Axial tension calculations,Calculations for bending moment (For single reinforced rectangular sections),Calculations for bending moment (For double reinforced rectangular sections),Calculations for bending moment (For T-beams),Calculations for bending moment (Any sections),Combined flexure and axial load (for one direction),Combined flexure and axial load (for one direction-continue),Combined flexure and axial load (for two direction),Shear force calculations,Torsion calculations. |
| Dersin Öğrenme Kazanımları | Teaching Methods | Assessment Methods |
| Interprets the behavior of reinforced concrete elements. | 12, 14, 5, 9 | A, C, G, J |
| Extract the relationship between bending moment and combined moment. | 12, 14, 5, 9 | A, C, G, J |
| Defines codes and standards that are compulsory to use. | 12, 14, 5, 9 | A, C, G, J |
| Defines problems and solutions that can be faced during applications. | 12, 14, 5, 9 | A, C, G, J |
| Shows advantages and disadvantages of Reinforced Concrete Systems over other Structural Systems. | 12, 14, 5, 9 | A, C, G, J |
| Calculates the bearing capacity moment of a rectangular beam under simple bending conditions. | 12, 14, 5, 9 | A, C, G, J |
| Calculates the bearing capacity moment of a t-beam under simple bending conditions. | 12, 14, 5, 9 | A, C, G, J |
| Teaching Methods: | 12: Problem Solving Method, 14: Self Study Method, 5: Cooperative Learning, 9: Lecture Method |
| Assessment Methods: | A: Traditional Written Exam, C: Multiple-Choice Exam, G: Quiz, J: Peer Assessment Technique |
Course Outline
| Order | Subjects | Preliminary Work |
|---|---|---|
| 1 | The history of reinforced concrete, application ares, superior and weak points. | |
| 2 | Materials of Reinforced concrete and classification of concrete and steel. | |
| 3 | Steel Reinforcement | |
| 4 | Loads and load combinations. Structural safety. | |
| 5 | Axial compression and Axial tension calculations | |
| 6 | Calculations for bending moment (For single reinforced rectangular sections) | |
| 7 | Calculations for bending moment (For double reinforced rectangular sections) | |
| 8 | Calculations for bending moment (For T-beams) | |
| 9 | Calculations for bending moment (Any sections) | |
| 10 | Combined flexure and axial load (for one direction) | |
| 11 | Combined flexure and axial load (for one direction-continue) | |
| 12 | Combined flexure and axial load (for two direction) | |
| 13 | Shear force calculations | |
| 14 | Torsion calculations |
| Resources |
| There are lecture notes based on various textbook. |
| 1 Ersoy, U., Özcebe, G., Betonarme, ISBN 987-975-503-123-5, Evrim Yayınevi ve Tic. Ltd. Şti., 2001. 2 Celep, Z., Kumbasar, N.," Betonarme Yapılar ", ISBN 975-95405-3-3, Beta Dağıtım, İstanbul, 2005. 3 Doğangün A, Betonarme yapıların hesap ve tasarımı, 4. Baskı, Birsen Yayınevi, ISBN: 975-511-310-X, 2008. 4 Nawy, E.G.," Reinforced Concrete A Fundamental Approach", Fourth Edition, ISBN 0-13-020592-3, Prentice Hall, New Jersey, 2000. |
Course Contribution to Program Qualifications
| Course Contribution to Program Qualifications | |||||||
| No | Program Qualification | Contribution Level | |||||
| 1 | 2 | 3 | 4 | 5 | |||
| 1 | Offer necessary applications and solution proposals In the field of Construction Technologies. | X | |||||
| 2 | Define adequate practical, theoretical and technical knowledge in suitable areas in the field of Construction Technology. | X | |||||
| 3 | Use at least one CAD program for drawing architectural and static projects. | ||||||
| 4 | Demonstrate technical application skills in the design, repair and reinforcement of building elements. | X | |||||
| 5 | Be able to recognize and select construction materials. | X | |||||
| 6 | Aware of the necessity of life-long learning, constantly renew themselves by constantly monitoring developments in the field of Construction Technology and critically evaluate the knowledge and skills acquired. | ||||||
| 7 | Take an active role in the preparation and implementation phases of construction projects. | X | |||||
| 8 | By acting in accordance with professional ethics, principles and values, become a model to colleagues and society. | ||||||
| 9 | Take part in researches, projects and events in cooperation with site staff and other auxiliary units with a sense of responsibility. | X | |||||
| 10 | Use theoretical and practical knowledge in the field of Construction Technology. | X | |||||
| 11 | Perform the necessary experiments in the fields of construction materials and soil mechanics and prepare reports of these experiments. | X | |||||
| 12 | Calculate and report bill of quantities, cost and merit related to construction | ||||||
Assessment Methods
| Contribution Level | Absolute Evaluation | |
| Rate of Midterm Exam to Success | 40 | |
| Rate of Final Exam to Success | 60 | |
| Total | 100 | |