Course detail

Special Metal Structures (S)

FAST-NOB027Acad. year: 2023/2024

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.

Language of instruction

Czech

Number of ECTS credits

3

Mode of study

Not applicable.

Department

Institute of Metal and Timber Structures (KDK)

Entry knowledge

Metal structures - design of elements and connections of steel structures. Structural Mechanics, Elasticity and Plasticity.

Rules for evaluation and completion of the course

Extent and forms are specified by guarantor’s regulation updated for every academic year.

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.

Study aids

Not applicable.

Prerequisites and corequisites

Not applicable.

Basic literature

BALIO, G. and MAZZOLANI, F. M.: Design of Steel Structures, E&FN Spon, 1999 (EN)
Marek, P.: Kovové konstrukce pozemních staveb, Praha : SNTL ; Bratislava : Alfa, 1985  (CS)

Recommended reading

Aktuálně platné normativní dokumenty související s náplní předmětu. (CS)

Classification of course in study plans

  • Programme NPC-SIS Master's 2 year of study, winter semester, compulsory-optional

Type of course unit

 

Lecture

26 hod., optionally

Teacher / Lecturer

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 hod., compulsory

Teacher / Lecturer

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.