Course Unit Code | 228-0202/01 |
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Number of ECTS Credits Allocated | 5 ECTS credits |
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Type of Course Unit * | Compulsory |
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Level of Course Unit * | First Cycle |
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Year of Study * | Second Year |
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Semester when the Course Unit is delivered | Summer Semester |
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Mode of Delivery | Face-to-face |
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Language of Instruction | Czech |
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Prerequisites and Co-Requisites | |
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| Prerequisities | Course Unit Code | Course Unit Title |
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| 228-0204 | Elasticity and Plasticity |
| 714-0268 | Mathematics III |
Name of Lecturer(s) | Personal ID | Name |
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| JAN17 | doc. Ing. Petr Janas, CSc. |
| MAT22 | prof. Ing. Alois Materna, CSc., MBA |
| KOL74 | Ing. Ivan Kološ, Ph.D. |
| KON09 | doc. Ing. Petr Konečný, Ph.D. |
Summary |
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Ideally flexible cable; deformation of statically determinate structures; unit
forces method; force method; three-moment method; statically indeterminate
beams; statically indeterminate open and closed frames; statically
indeterminate girder trusses; loading by forces and deformations; statically
indeterminate arches; grids; reduction theorem. |
Learning Outcomes of the Course Unit |
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Ability to determine degree of statical indeterminancy of structure. Ability to use virtual works method to compute deformations of structures. Ability to work with force method to solve statically indeterminate beams and frames. Ability to efficiently work with three-moments method to solve multi-span continuous beam. Ability to solve structures with force and deformation types of load. |
Course Contents |
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1. Introduction. Virtual work. Principle of virtual works.
2. Computation of frame deflections. Unit force method.
3. Statically indeterminate structures.
4. Force method. Analysis of statically indeterminate frames.
5. Direct displacement loads and temperature loads on statically indeterminate frames.
6. Continuous beam. Three-moments method.
7. Direct displacement loads and temperature loads on continuous beams.
8. Moving loads.
9. Analysis of open frames.
10. Analysis of frames with closed parts.
11. Statically indeterminate arcs.
12. Direct displacement loads and temperature loads on arcs and frames.
13. Deformations of statically indeterminate frames and arcs. Reduction theorem.
14. Analysis of grids. |
Recommended or Required Reading |
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Required Reading: |
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J.L. Meriam, L.G.Kraige : Engineering mechanics-statics, Wiley
and Sons, USA
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Benda: Stavební statika II, VŠB-TUO, Ostrava, 2005
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Recommended Reading: |
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Timoshenko S.,Young D.H.: Engineering mechanics-statics, Mc Graw-Hill, New York
R.C. Hibbeler: Statics and mechanics of materials, Macmillan Publishing
Company, USA, 1992 |
Kadlčák, Kytýr: Statika stavebních konstrukcí I, VUTIUM Brno 1999
Kadlčák, Kytýr: Statika stavebních konstrukcí II, VUTIUM Brno 2001
Chobot, Benda, Hájek, Novotná: Statika stavebních konstrukcí II, SNTL Praha 1983
Harvančík, Pekarovič, Sobota:Stavebná mechanika. Príklady, ALFA 1986.
Benda: Stavební statika II
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Planned learning activities and teaching methods |
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Lectures, Tutorials |
Assesment methods and criteria |
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Task Title | Task Type | Maximum Number of Points (Act. for Subtasks) | Minimum Number of Points for Task Passing |
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Exercises evaluation and Examination | Credit and Examination | 100 (100) | 51 |
Exercises evaluation | Credit | 35 | 18 |
Examination | Examination | 65 (65) | 33 |
Written examination | Written examination | 35 | 0 |
Oral | Oral examination | 30 | 0 |