Course detail
Members of Metal Structures
FAST-BO02Acad. year: 2014/2015
Basics of metal bearing structure design and realization problems. Advantages and disadvantages of steel structures, situation and prospects in the branch.
Material and selection of structural members.
Principles and rules of reliability approach in steel structures, allowable and ultimate limit state design methods. Probabilistic approach in steel structures.
Geometric and static characteristics of open and closed cross-sections of thin-walled steel members.
Connections of metal structures – principles of structural design (bolted, frictional and welded connections).
Tensile members. Bending – elastic and plastic action.
Simple and warping torsion of thin-walled open and closed cross-section members.
Stability and buckling resistance of compression members of solid and composed section.
Lateral buckling.
Members subject to tension and bending, compression and bending stress.
Global and local stability problems. Load-bearing capacity of thin-walled members.
Repeated load resistance of steel structures. Factors affecting steel fatigue strength.
Language of instruction
Number of ECTS credits
Mode of study
Guarantor
Department
Learning outcomes of the course unit
Partial problems include the questions of material characteristics, dimensioning of connections, design of members under tension, bending, torsion and compression. The essential design problem of the slender and thin-walled members are the tasks focused to the stability and buckling strength of the compression members and beams.
In general, the subject content will be focused to the questions of reliability and efficiency of the load bearing structures.
Prerequisites
Co-requisites
Planned learning activities and teaching methods
Assesment methods and criteria linked to learning outcomes
Course curriculum
2. Materials and assortment of structural elements.
3. Principles and rules of steel structures reliability, method of allowable stress and limit state design method. Design of steel structures with use of probability approach.
4. Geometric and static characteristics of ope nand closed thin-walled cross-sections of steel structures members.
5. Bolted joints and frictional joints.
6. Fillet welds.
7. Butt welds, plug welds, slott welds.
8. Tension members. Bending of beams - elastic and elastically-plastic action.
9. Saint-Vénant torsion and mixed torsion of thin-walled members with open and closed cross-section.
10. Buckling resistance of compression members with composite and built-up section.
11. Lateral-torsional buckling of girders in bending.
12. Members in bending and tension, and under bending and compression.
13. Load-bearing capacity of thin-walled cross-sections. Critical and post-critical load-bearing capacity of a plain girders with thin walls. Resistance of steel structures to the action of repeated load. Factors which influence pulsating fatigue limit of steel structures.
Work placements
Aims
Specification of controlled education, way of implementation and compensation for absences
Recommended optional programme components
Prerequisites and corequisites
Basic literature
Ferjenčík, P., Schun, J., Melcher, J. a kol.: Navrhovanie ocelových konštrukcií, 1. časť, 2. časť. ALFA Bratislava - SNTL Praha, 1986. (SK)
Salmon, C.G., Johnson, J.E.: Steel Structures: Design and Behavior. Addison-Wesley Pub Co, 1997. (EN)
Studnička, J.: Ocelové konstrukce. ČVUT v Praze, 2002. (CS)
Recommended reading
Classification of course in study plans
- Programme B-K-C-SI Bachelor's
branch VS , 2 year of study, summer semester, compulsory
- Programme B-P-C-MI Bachelor's
branch MI , 2 year of study, summer semester, compulsory
- Programme B-P-C-SI Bachelor's
branch VS , 2 year of study, summer semester, compulsory
- Programme B-P-E-SI Bachelor's
branch VS , 2 year of study, summer semester, compulsory
Type of course unit
Lecture
Teacher / Lecturer
Syllabus
2. Materials and assortment of structural elements.
3. Principles and rules of steel structures reliability, method of allowable stress and limit state design method. Design of steel structures with use of probability approach.
4. Geometric and static characteristics of ope nand closed thin-walled cross-sections of steel structures members.
5. Bolted joints and frictional joints.
6. Fillet welds.
7. Butt welds, plug welds, slott welds.
8. Tension members. Bending of beams - elastic and elastically-plastic action.
9. Saint-Vénant torsion and mixed torsion of thin-walled members with open and closed cross-section.
10. Buckling resistance of compression members with composite and built-up section.
11. Lateral-torsional buckling of girders in bending.
12. Members in bending and tension, and under bending and compression.
13. Load-bearing capacity of thin-walled cross-sections. Critical and post-critical load-bearing capacity of a plain girders with thin walls. Resistance of steel structures to the action of repeated load. Factors which influence pulsating fatigue limit of steel structures.
Exercise
Teacher / Lecturer
Syllabus
2.Materials and assortment of structural elements.
3.Method of allowable stress and limit state design method. Design of steel structures with use of probability approach.
4.Geometric and static characteristics of open and closed thin-walled cross-sections of steel structures members.
5.Bolted joints and frictional joints.
6.Fillet welds. Butt welds, plug welds, slot welds.
7.Tension members. Bending of beams - elastic and elastically-plastic action.
8.Saint-Vénant torsion and mixed torsion of thin-walled members with open and closed cross-section.
9.Buckling resistance of compression members with compact section.
10.Buckling resistance of compression members with built-up section.
11.Lateral-torsional buckling of girders in bending.
12.Members in bending and tension, and under bending and compression.
13.Load-bearing capacity of thin-walled cross-sections.