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Information
| Unit | FACULTY OF ENGINEERING |
| CIVIL ENGINEERING PR. | |
| Code | IMZ312 |
| Name | Reinforced Concrete Structure Design |
| Term | 2017-2018 Academic Year |
| Semester | 6. Semester |
| Duration (T+A) | 3-0 (T-A) (17 Week) |
| ECTS | 5 ECTS |
| National Credit | 3 National Credit |
| Teaching Language | Türkçe |
| Level | Lisans Dersi |
| Type | Normal |
| Label | C Compulsory |
| Mode of study | Yüz Yüze Öğretim |
| Catalog Information Coordinator | Prof. Dr. HACİ MURAT ARSLAN |
| Course Instructor |
Prof. Dr. İSMAİL HAKKI ÇAĞATAY
(Bahar)
(A Group)
(Ins. in Charge)
Prof. Dr. HACİ MURAT ARSLAN (Bahar) (B Group) (Ins. in Charge) Prof. Dr. BEYTULLAH TEMEL (Bahar) (C Group) (Ins. in Charge) |
Course Goal / Objective
Analysis of statically indeterminate structures by force method under dead and live loads, temperature effects and support settlements , Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frame type structures with joint translations. Stiffness Matrix Method
Course Content
Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method
Course Precondition
Resources
Notes
Course Learning Outcomes
| Order | Course Learning Outcomes |
|---|---|
| LO01 | To have mastered the basic concepts, theories and principles |
| LO02 | Ability to identify, formulate, and solve engineering problems |
| LO03 | Knowledge of contemporary issues |
| LO04 | Recognition of the need for, and an ability to engage in life-long learning |
| LO05 | Learning reinforced concrete design |
Relation with Program Learning Outcome
| Order | Type | Program Learning Outcomes | Level |
|---|---|---|---|
| PLO01 | Bilgi - Kuramsal, Olgusal | “Sufficient knowledge in mathematics, science, and discipline-specific topics in Civil Engineering; the ability to use theoretical and applied knowledge in these fields to solve complex engineering problems.” | |
| PLO02 | Bilgi - Kuramsal, Olgusal | “The ability to identify, formulate, and solve complex Civil Engineering problems; and the ability to select and apply appropriate analysis and modeling methods for this purpose.” | |
| PLO03 | Bilgi - Kuramsal, Olgusal | “The ability to design a complex system, process, device, or product to meet specified requirements under realistic constraints and conditions; and the ability to apply modern design methods for this purpose.” | |
| PLO04 | Bilgi - Kuramsal, Olgusal | “The ability to select and use modern techniques and tools necessary for the analysis and solution of complex problems encountered in Civil Engineering applications; and the ability to use information technologies effectively.” | |
| PLO05 | Bilgi - Kuramsal, Olgusal | “The ability to design experiments, conduct experiments, collect data, and analyze and interpret results for the investigation of complex Civil Engineering problems or discipline-specific research topics.” | |
| PLO06 | Bilgi - Kuramsal, Olgusal | “The ability to work effectively in intra-disciplinary and multidisciplinary teams; and the ability to work independently.” | |
| PLO07 | Bilgi - Kuramsal, Olgusal | “The ability to communicate effectively in both oral and written form; proficiency in at least one foreign language; the ability to write effective reports and understand written reports, prepare design and production reports, deliver effective presentations, and give and receive clear and understandable instructions.” | 2 |
| PLO08 | Bilgi - Kuramsal, Olgusal | “Awareness of the necessity of lifelong learning; the ability to access information, follow developments in science and technology, and continuously improve oneself.” | 3 |
| PLO09 | Bilgi - Kuramsal, Olgusal | “Acting in accordance with ethical principles, having professional and ethical responsibility, and having knowledge of the standards used in engineering practices.” | 4 |
| PLO10 | Bilgi - Kuramsal, Olgusal | “Knowledge of business-life practices such as project management, risk management, and change management; awareness of entrepreneurship and innovation; and knowledge about sustainable development.” | 5 |
| PLO11 | Bilgi - Kuramsal, Olgusal | “Knowledge of the universal and social impacts of Civil Engineering practices on health, environment, and safety, as well as the contemporary issues reflected in the field of engineering; and awareness of the legal consequences of engineering solutions.” |
Week Plan
| Week | Topic | Preparation | Methods |
|---|---|---|---|
| 1 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 2 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 3 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 4 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 5 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 6 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 7 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 8 | Mid-Term Exam | Related Subjects | |
| 9 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 10 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 11 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 12 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 13 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 14 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 15 | Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method | Related Subjects | |
| 16 | Term Exams | Related Subjects | |
| 17 | Term Exams | Related Subjects |
Assessment (Exam) Methods and Criteria
| Assessment Type | Midterm / Year Impact | End of Term / End of Year Impact |
|---|---|---|
| 1. Midterm Exam | 100 | 40 |
| General Assessment | ||
| Midterm / Year Total | 100 | 40 |
| 1. Final Exam | - | 60 |
| Grand Total | - | 100 |
Student Workload - ECTS
| Works | Number | Time (Hour) | Workload (Hour) |
|---|---|---|---|
| Course Related Works | |||
| Class Time (Exam weeks are excluded) | 14 | 3 | 42 |
| Out of Class Study (Preliminary Work, Practice) | 14 | 3 | 42 |
| Assesment Related Works | |||
| Homeworks, Projects, Others | 0 | 0 | 0 |
| Mid-term Exams (Written, Oral, etc.) | 1 | 12 | 12 |
| Final Exam | 1 | 18 | 18 |
| Total Workload (Hour) | 114 | ||
| Total Workload / 25 (h) | 4,56 | ||
| ECTS | 5 ECTS | ||