Course Details
Metal Structures 3
Academic Year 2024/25
CO002 course is not part of any programme in the faculty
Course Guarantor
Institute
Language of instruction
Czech
Credits
6 credits
Semester
winter
Forms and criteria of assessment
course-unit credit and examination
Offered to foreign students
Not to offer
Course on BUT site
Lecture
13 weeks, 2 hours/week, elective
Syllabus
1. Steel towers – categorization, load.
2. Steel towers - static and dynamic analysis.
3. Fatigue strength.
4. Connections in steel construction system, Classification of semi rigid connection.
5. Rotation stiffness, moment carrying capacity, numerical analysis.
6. Thin-walled cold-formed structural members – basis of design, material properties, cross-section chracteristics.
7. Local and distorsional buckling of thin-walled cold-formed structural members - theoretical principles of the behaviour, basis of design and assessment in engineering practice.
8. Ultimate and serviseability limit states of thin-walled cold-formed structural members – basis of design and assessemnt.
9. Connections of thin-walled cold-formed structural members – mechanical and welded connections.
10. Strustures made of thin-walled cold-formed structural members – examples of realized structures, practical aspects of design and realization.
Exercise
13 weeks, 2 hours/week, compulsory
Syllabus
1. Steel towers – load.
2. Static and dynamic analysis.
3. Fatigue strength.
4. Connections in steel construction system.
5. Rotation stiffness, moment carrying capacity.
6. Thin-walled cold-formed structural members - determination of material properties and cross-section characteristics.
7. Local and distorsional buckling of thin-walled cold-formed structural members - cross-section in compression, cross-section in bending.
8. Distirsional buckling of thin-walled cold-formed structural members - cross-section in compression.
9. Ultimate limit states of thin-walled cold-formed structural members - resistances of cross-sections in compression, bending, shear and combination of these effects.
10. Connections of thin-walled cold-formed structural members - capacity of mechanical connections.