Course Details
Watermanagement Concrete Structures
Academic Year 2024/25
BLA015 course is part of 1 study plan
BPC-SI / V Winter Semester 4th year
Course Guarantor
Institute
Language of instruction
Czech
Credits
4 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.-2. Types of concrete structures of water-service buildings. Monolithic frame structures, supporting frame structures of tanks and water reservoirs (outline, calculation, nodes, redistribution, strain).
3.-4. Foundation structures – footings, continuous footings, grids, slabs, deep foundations.
5. Two-way slabs – edge supported.
6. Two-way slabs locally supported (flat-slabs, slabs with enlarged column head). Circular plates.
7. Simple and continuous wall beams. Walls with/without stiffening elements. Retaining walls.
8. Principles of design and reinforcing of storage structures (bunkers and silos). Rectangular and rotary symmetric tanks and water reservoirs.
9. Problems of water-service structures cracking.
10. Water-service structures – troughs, weirs.
11. Water-service structures – channels and ducts.
12. Design and application of shells, domes and arches.
13. Principles of design and application of precast structures. Basic theory of prestressed concrete. Principles of masonry structures design.
Exercise
13 weeks, 2 hours/week, compulsory
Syllabus
1. Reinforced concrete frame structure (Hall) - task, load calculation, load cases, static system, static calculation of frame.
2. Reinforced concrete frame structure (Hall) - load cases, wind, snow, internal forces, combination of load.
3. Reinforced concrete frame structure (Hall) – design of column, drawing of reinforced column.
4. Reinforced concrete frame structure (Hall) – design of footing, ultimate limit states of bending moment and punching, drawing of footing.
5. Continuous two-way slab – task, load, load cases.
6. Continuous two-way slab - calculation of internal forces, ultimate limit states.
7. Drawing of slab reinforcement
8. Reinforced channel – design, calculation of internal forces – wall, serviceability limit states.
9. Reinforced channel – calculation of internal forces – foundation slab.
10. Reinforced channel – design of reinforcement.
11. Square tank, design of reinforcement of wall.
12. Final correction.
13. Design submission. Credit.