Faculty Of Fıne Arts, Desıgn And Archıtecture
Archıtecture
Course Information
| WOOD AND STEEL STRUCTURES | |||||
|---|---|---|---|---|---|
| Code | Semester | Theoretical | Practice | National Credit | ECTS Credit |
| Hour / Week | |||||
| ARC239 | Fall | 2 | 0 | 2 | 3 |
| Prerequisites and co-requisites | |
|---|---|
| Language of instruction | Turkish |
| Type | Required |
| Level of Course | Bachelor's |
| Lecturer | Lect. Hüseyin SAÇ |
| Mode of Delivery | Face to Face |
| Suggested Subject | |
| Professional practise ( internship ) | None |
| Objectives of the Course | To teach the calculation of constructions and constructions to be made by using wood and steel material. |
| Contents of the Course | General Information about Wood and Steel Materials, Loads and Load Connections in Wood and Steel Structures, Tension Bars, Pressure Bars, Bending Elements, Bending and Pressure Elements, Simple Connections |
Learning Outcomes of Course
| # | Learning Outcomes |
|---|---|
| 1 | Student will be able to calculate design loads of wooden and steel structural elements. |
| 2 | Student will be able to make calculations of wooden and steel structural elements |
| 3 | Student will be able to calculate the joining and joining devices used in wooden and steel structures. |
| 4 | Student will be able to calculate the joining and joining devices used in wooden and steel structures.... |
| 5 | Students will be able to understand and interpret current methods by recognizing the importance of following current specifications |
Course Syllabus
| # | Subjects | Teaching Methods and Technics |
|---|---|---|
| 1 | Introduction to Wood and Steel as a Building Material, Effective Loads and Load Connections in Wooden House Steel Structure Design. | |
| 2 | Design of Pull Bars | |
| 3 | Design of Pull Bars | |
| 4 | Design of Pressure Bars | |
| 5 | Design of Pressure Bars | |
| 6 | Design of Pressure Bars | |
| 7 | Design of Bending Sticks | |
| 8 | Design of Bending Sticks | |
| 9 | Midterm Exam 1 | |
| 10 | Bending and Pressure Working Rods Design | |
| 11 | Bending and Pressure Working Rods Design | |
| 12 | Simple Connections | |
| 13 | Simple Connections | |
| 14 | Simple Combinations Intermediate Evaluation | |
| 15 | Eccentric Connections | |
| 16 | Final Exam |
Course Syllabus
| # | Material / Resources | Information About Resources | Reference / Recommended Resources |
|---|---|---|---|
| 1 | |||
| 2 | |||
| 3 | |||
| 4 |
Method of Assessment
| # | Weight | Work Type | Work Title |
|---|---|---|---|
| 1 | 40% | Mid-Term Exam | Mid-term Exam |
| 2 | 60% | Final Exam | Final Exam |
Relationship between Learning Outcomes of Course and Program Outcomes
| # | Learning Outcomes | Program Outcomes | Method of Assessment |
|---|---|---|---|
| 1 | Student will be able to calculate design loads of wooden and steel structural elements. | ||
| 2 | Student will be able to make calculations of wooden and steel structural elements | ||
| 3 | Student will be able to calculate the joining and joining devices used in wooden and steel structures. | ||
| 4 | Student will be able to calculate the joining and joining devices used in wooden and steel structures.... | ||
| 5 | Students will be able to understand and interpret current methods by recognizing the importance of following current specifications |
Work Load Details
| # | Type of Work | Quantity | Time (Hour) | Work Load |
|---|---|---|---|---|
| 1 | Course Duration | 14 | 2 | 28 |
| 2 | Course Duration Except Class (Preliminary Study, Enhancement) | 14 | 2 | 28 |
| 3 | Presentation and Seminar Preparation | 0 | 0 | 0 |
| 4 | Web Research, Library and Archival Work | 14 | 1 | 14 |
| 5 | Document/Information Listing | 0 | 0 | 0 |
| 6 | Workshop | 0 | 0 | 0 |
| 7 | Preparation for Midterm Exam | 1 | 5 | 5 |
| 8 | Midterm Exam | 1 | 1 | 1 |
| 9 | Quiz | 1 | 1 | 1 |
| 10 | Homework | 1 | 6 | 6 |
| 11 | Midterm Project | 0 | 0 | 0 |
| 12 | Midterm Exercise | 0 | 0 | 0 |
| 13 | Final Project | 0 | 0 | 0 |
| 14 | Final Exercise | 0 | 0 | 0 |
| 15 | Preparation for Final Exam | 1 | 6 | 6 |
| 16 | Final Exam | 1 | 1 | 1 |
| 90 | ||||