Course Details
Special Metal Structures (K)
Academic Year 2024/25
NOB034 course is part of 1 study plan
NPC-SIK Winter Semester 2nd year
The design of silos :membrane theory of shell steel structures; bending failures of membrane state; semi-bending and bending theory of steel shells; the calculation of the load of chambers; the design of change-over stiffening ring and anchorage of silos.
Truss systems with wide span.
Truss systems with wide span.
Credits
5 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
Marek, P.: Kovové konstrukce pozemních staveb, Praha : SNTL ; Bratislava : Alfa, 1985 (cs)
BALIO, G. and MAZZOLANI, F. M.: Design of Steel Structures, E&FN Spon, 1999 (en)
BALIO, G. and MAZZOLANI, F. M.: Design of Steel Structures, E&FN Spon, 1999 (en)
Recommended Reading
Aktuálně platné normativní dokumenty související s náplní předmětu. (cs)
Offered to foreign students
Not to offer
Course on BUT site
Lecture
13 weeks, 2 hours/week, elective
Syllabus
1. Shell structures.
2. Tanks and chambers.
3. Load rotary symmetric shells.
4. Membrane state rotary symmetric shells.
5. Semi-flexural theory.
6. Local failures.
7. Change-over stiffening ring.
8. Anchorage of chambers.
9.–10. Truss systems with wide span.
Exercise
13 weeks, 1 hours/week, compulsory
Syllabus
1. Shell structures.
2.–3. Load rotary symmetric shells.
4. Membrane state rotary symmetric shells.
5. Semi-flexural theory.
6. Local failures.
7. Change-over stiffening ring.
8. Anchorage of chambers.
9.–10. Truss systems with wide span.