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 I First cycle İNŞ 315 5 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 Classroom problem solving sessions : the solution methods of the related problems for one hour a week are given. In addition, the students prepare a series of homework by solving the subject-based problems supplied by instructors.
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: Loads on structures, mechanical properties of steels, joints in steel structures, analysis and selection methods of steel structure, plastic analysis and design of steel structures, compression members.
Course description Design and calculation methods in steel construction

Course contents
1 Properties of steel construction, the development and history of the use of steel as a building material
2 Physical and mechanical properties of steel, steel material behavior under static and dynamic loads.
3 Calculation methods in steel construction, limiting cases of steel load-bearing system
4 Calculation methods in steel construction, limiting cases of steel load-bearing system
5 Structural Loads, the calculation of such as loads snow load, ice load, wind load, brake load, , load combinations
6 Joint steel construction, Welded joints, bolted joints, Riveted joints, quality control of joints, problem solving, and homework
7 Joint steel construction, Welded joints, bolted joints, Riveted joints, quality control of joints, problem solving, and homework
8 Joint steel construction, Welded joints, bolted joints, Riveted joints, quality control of joints, problem solving, and homework
9 Shear Steel Bars, Calculation of Shear Steel Bars, problem solving, and homework
10 Pressure Steel Bars, one-piece and multi-piece in the spaces between the pressure steel bars, problem solving, and homework
11 Pressure Steel Bars, one-piece and multi-piece in the spaces between the pressure steel bars, problem solving, and homework
12 Steel structure Beams, çalculation of plain web girder according to elastic and plastic limits, problem solving, and homework
13 Steel structure Beams, çalculation of plain web girder according to elastic and plastic limits, problem solving, and homework
14 Steel structure Beams, çalculation of plain web girder according to elastic and plastic limits, problem solving, and homework
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Learning outcomes of the course unit
1 Mathematics, science and engineering knowledge application skills.
2 Providing to understand the steel material properties and behavior of steel structures.
3 Developing the ability to solve problems related to steel structures in their professional lifes.
4 Ensuring the adaptation for standards and regulations
5 Loads acting on the structure calculation, drawing and designing steel strut, the nodes welded, bolted and riveted so as to give the ability to calculate combinations
6 Problems about the proper method of calculating the elastic and plastic working limits of structural members arranged to provide skills for the solution.
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*Contribution level of the course unit to the key learning outcomes
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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 8 8
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 10 10
Final exam 1 2 2
Research 0 0 0
Total work load     116
ECTS     5.00

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. 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.

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