Course Details
Metal Structures 3
Academic Year 2024/25
NOB032 course is part of 1 study plan
NPC-SIK Winter Semester 2nd year
Steel towers: categorization; static and dynamic analysis; fatigue strength.
Kotvení stožárů.
Thin-walled cold-formed structures: design principles; specific problems of thin-walled cold-formed structural members; limit states; connections; practical usage.
Kotvení stožárů.
Thin-walled cold-formed structures: design principles; specific problems of thin-walled cold-formed structural members; limit states; connections; practical usage.
Credits
6 credits
Language of instruction
Czech
Semester
winter
Course Guarantor
Institute
Forms and criteria of assessment
course-unit credit and examination
Entry Knowledge
Metal structures - design of elements and connections of steel structures. Structural Mechanics, Elasticity and Plasticity.
Aims
The objective of the subject is to introduce students to the problems of this course and to practise acquires knowledge and skills.
Students have to manage the aim of the subject, make the acquaintance with course problematic and practice their knowledge and acquirements.
Students have to manage the aim of the subject, make the acquaintance with course problematic and practice their knowledge and acquirements.
Basic Literature
Ferjenčík, P., Schun, J., Melcher, J. a kol.: Navrhovanie oceľových konštrukcií, ALFA Bratislava, 1986 (sk)
DUBINA, Dan, UNGUREANU, Viorel and LANDOLFO, Raffaele: Design of Cold-Formed Steel Structures, ECCS and Ernst & Sohn, 2014 (en)
J.-P. Jaspart, K. Weynand: Design of Joints in Steel Structures, ECCS, 2017, ISBN: 978-3-433-03216-9 (en)
Wald, F. Sokol, Z.: Navrhování styčníků, ČVUT, Praha, 1999, ISBN: 8001020738 (cs)
ESDEP - European Steel Design Education Programme, SCI, Grate Britain, CD ROM. (en)
DUBINA, Dan, UNGUREANU, Viorel and LANDOLFO, Raffaele: Design of Cold-Formed Steel Structures, ECCS and Ernst & Sohn, 2014 (en)
J.-P. Jaspart, K. Weynand: Design of Joints in Steel Structures, ECCS, 2017, ISBN: 978-3-433-03216-9 (en)
Wald, F. Sokol, Z.: Navrhování styčníků, ČVUT, Praha, 1999, ISBN: 8001020738 (cs)
ESDEP - European Steel Design Education Programme, SCI, Grate Britain, CD ROM. (en)
Recommended Reading
Aktuálně platné normativní dokumenty související s náplní předmětu. (cs)
Kvočák, V.: Stabilita širokých tlačených pásov, TU v Košiciach, 2012. ISBN 978-80-553-0951-4. (sk)
Kvočák, V.: Stabilita širokých tlačených pásov, TU v Košiciach, 2012. ISBN 978-80-553-0951-4. (sk)
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 – load.
3. Steel towers - static and dynamic analysis.
4. Fatigue strength.
5. Anchoring of towers, erection and maintenance of towers.
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.–3. Static and dynamic analysis.
4. Fatigue strength.
5. Anchoring of towers.
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.