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About the Course

Department Profile
Course unit title Level of course unit Course unit code Type of course unit Semester of course unit Local credit ECTS credit Syllabus
STEEL STRUCTURES II First cycle İNŞ 316 6 5.00 5.00 Print
   
Description of course unit
Prerequisites and course requisities Undergraduate students
Language of instruction Turkish
Coordinator Asts. Prof. Oğuz Düğenci
Lecturer(s) Asts. Prof. Oğuz Düğenci
Teaching assitant(s) None
Mode of delivery The theoretical fundamentals for steel construction
Course objective The purpose of this course is to provide the student with a clear presentation of the theory and application of the following topics: Beams, beam-columns, plate girders, connections in steel structures, stability and strength of flat plates, buildings, design of a industrial buildings.
Course description Design and calculation methods in steel construction

Course contents
1 Desing of steel girders, calculation of bearing combinations and girder batten plate.
2 Desing of steel girders, calculation of bearing combinations and girder batten plate.
3 Lattice truss types, calculation of trusses
4 Lattice truss types, calculation of trusses
5 Calculation of working Eccentric compression bars of fixed cross-section
6 Calculation of working Eccentric compression bars of fixed cross-section
7 Desing of Industrial Buildings, calculation and design of girders and columns of industrial buildings, Connections Between Beams and Columns, vertical and horizontal stiffness connections of industrial buildings
8 Desing of Industrial Buildings, calculation and design of girders and columns of industrial buildings, Connections Between Beams and Columns, vertical and horizontal stiffness connections of industrial buildings
9 Desing of Industrial Buildings, calculation and design of girders and columns of industrial buildings, Connections Between Beams and Columns, vertical and horizontal stiffness connections of industrial buildings
10 Desing of Industrial Buildings, calculation and design of girders and columns of industrial buildings, Connections Between Beams and Columns, vertical and horizontal stiffness connections of industrial buildings
11 Desing of Industrial Buildings, calculation and design of girders and columns of industrial buildings, Connections Between Beams and Columns, vertical and horizontal stiffness connections of industrial buildings
12 Desing of Industrial Buildings, calculation and design of girders and columns of industrial buildings, Connections Between Beams and Columns, vertical and horizontal stiffness connections of industrial buildings
13 Strengthening and Inspection of steel constructions
14 Strengthening and Inspection of steel constructions
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Learning outcomes of the course unit
1 Learning the basic princibles of project drawings.
2 Merging of theoretical knowledge with practical knowledge, calculations and drawings are evaluated according to the regulations can be read.
3 Giving the necessary details to be observed mainly in manufacturing
4 Production techniques of industrial buildings, constructional principles, calculation of carrier systems and design details of the coupling.
5 Industrial buildings carrier system to the active loads and depending on the character of the influences acting on the effects on the load of the element behavior, the acquisition of these effects interpret the ability, to calculate for the internal forces occur in structural elements under load effects, to determine the bearing capacity.
6 Developing the design and calculation skills.
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*Contribution level of the course unit to the key learning outcomes
1 Adequate knowledge in basic Sciences, agricultural engineering and field crops disciplines; Ability to use theoretical and applied knowledge in these fields in the solution of complex agricultural engineering problems,
2 The ability to define, formulate and solve complex problems in field crops area, the ability to choose and apply appropriate analysis and modeling methods for this purpose,
3 The ability to design a complex system, process, device or product related to the field crops in a way that meets certain requirements within the possibilities and taking into account the current situation of the field in question, and the ability to use and apply modern design methods for this purpose,
4 Ability to select, develop and use modern techniques for the analysis and solution of complex problems encountered in field crops practise, ability to use information technologies effectively,
5 Ability to design and conduct experiments, gather data, analyze and interpret results for the investigation of complex problems or discipline-specific research issues encountered in field crops area,
6 Ability to work effectively in intra-disciplinary and multi-disciplinary teams; individual study skills,
7 Ability to write effective reports in the field, to understand and interpret written reports, to prepare design and production reports, to make effective presentations, to receive and give clear and intelligible instructions,
8 Awareness of the necessity for lifelong learning; ability to access information, to follow developments in science and technology, and to continue to educate him/herself,
9 Knowledge on behavior based on ethical principles, professional and ethical responsibility and standards used in engineering practices,
10 Knowledge about professional life practices such as project management, risk management, and change management in field crops area; awareness in entrepreneurship, innovation,
11 Awareness about sustainable development,
12 Knowledge about the global and social effects of engineering practices on health, environment, and safety, and on contemporary issues of the era reflected into the field of engineering; awareness of the legal consequences of engineering solutions.
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Number of stars refer to level of contribution from 1 (the least) to 5 (the most)

Planned learning activities, teaching methods and ECTS work load
  Quantity Time (hour) Quantity*Time (hour)
Lectures (face to face teaching) 14 3 42
Study hours out of classroom (study before and after the class) 14 3 42
Homework 1 10 10
Presentation / seminar 0 0 0
Quiz 0 0 0
Preparation for midterm exams 1 5 5
Midterm exams 1 2 2
Project (term paper) 0 0 0
Laboratuar 0 0 0
Field study 0 0 0
Preparation for final exam 1 5 5
Final exam 1 2 2
Research 0 0 0
Total work load     108
ECTS     4.00

Assessment methods and criteria
Evaluation during semester Quantity Percentage
Midterm exam 1 100
Quiz 0 0
Homework 0 0
Semester total   100
Contribution ratio of evaluation during semester to success   40
Contribution ratio of final exam to success   60
General total   100

Recommended and required reading
Textbook Cemal Eyyubov, Çelik Yapılar I-II Cilt,Birsen yayınevi,İstanbul 2011.
Additional references Deprem Bölgelerinde Yapılacak Yapılar Hakkında Yönetmelik, İnşaat Mühendisler Odası, Ankara Şubesi, T.C. Bayındırlık ve İskan Bakanlığı, 2007. AISC “Seismic Provisions for Structurel Steel Buildings”, American Institute of Steel Construction, 1997. AISC “Specification fort he Design, Fabrication and Erection of Structurel Steel for Buildings”, 1969. AISC “Laod and Resistance Factor Steel Buildings”,1986. American Association of State Highway and Transportation Officials (AASHTO), Standart Specifications for Highway Bridges. Washington D.C,1983. American Railway Engineers Association (AREA) Specifications for Steel Railway Bridges . Chicago,1963-1983. T.S. Arda ve E.Uzgider “Çelik Yapılarda Taşıma Gücü”, İTÜ.1973. B.M. Broude “Çelik Kirişlerin Sınır Durumları”,Moskova, 1953. Çelik Yapılar El Kitabı, Ankara 1999. Hilmi Deren, Erdoğan Uzgider, Filiz Piroğlu “ Çelik Yapılar”Çağlayan Kitabevi, İstanbul 2003. Edwin H., Gaylord Jr., Charles N. Gaylord, James E. Stallmeyer “Design of Steel Structures”. Mc Grawhill, Inc. International Editions. Civil Engineering Series, 1992. Necati Erşen, “Çelik Yapılar-Çözümlenmiş Problemler”,İstanbul,1982. Mustafa İnan, “Cisimlerin Mukavemeti”,Arı Kitabevi,İstanbul, 1967. Load and Resisitance Factor Design Specification for Structurel Steel Buildings I-II American Institute of Steel Construction,Inc. December 2,1999. SNIP II-23-81, “Çelik Yapıların Tasarım Kuralları” SSRB’nin İnşaat ve Mimarlık Komitesi, Moskov,1988. SNIP II-2.01.07-81, “Yapı Elemanlarının Boyutlandırıldığında Alınacak Yükler ve Etkenler” SSRB’nin İnşaat ve Mimarlık Komitesi, Moskov,1988. N.S. Streletskiy, “Metal Konstrüksiyonları” Moskov, 1961. S.P. Timoşenko, “Strengthof Metirals”, Part II Advenced Theory and Problems, Toronto-Newyork-London,1956. S.P. Timoşenko, “Teory of Elastic Stability”,Newyork,1936. TS 648, “Çelik Yapıların Hesap ve Yapım Kuralları”,Türk Standartları Enstitüsü, Ankara, 1985. TS 4561, “Çelik Yapıların Plastik Teoriye göre Hesap Kuralları”, Türk Standartları Enstitüsü, Ankara, 1985. TS 3357 “Çelik Yapılarda Kaynaklı Birleşimlerin Hesap ve Yapım Kuralları”, Türk Standartları Enstitüsü, Ankara, 1979. TS 498, “Yapı Elemanlarının Boyutlandırılmasında Alınacak Yüklerin Hesap Değerleri” Türk Standartları Enstitüsü, Ankara, 1997. J.A.L. Waddel, “Bridge Engineering”, Wiley, Newyork,1925. Philip G. Hodge, “Jr. Phd. “Plastic Analys of Structures”, Toronto-Newyork-London,1959.--İMO-02 R-01 Çelik Yapılar,Emniyet Gerilmesi Esasına Göre Hesap ve Proje Esasları,İstanbul 2008,TMMOB İnşaat Mühendisleri Odası,İstanbul Şubesi.-- Çelik Yapılarda Kaynaklı Birleşim Hesap,Yapım ve Muayene Kuralları,İMO-01-R-01 İstanbul,2005.--Rolf Kindmann, Matthias Kraus, Hans Yoachim Niebuhr, Çelik Yapılar El Kitabı,Tasarıma Yardımcı(Almancadan Tercüme), Düsseldorf,2010.--Eurocode 3 "Design of Steel Structures",2005.

Files related to the course unit