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Concrete slab of family house
Sivčák, Jozef ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The main aim of Bachelor thesis is design and assessment of detached house´s reinforced concrete slab. The ground plan of slab is bent under rake angle 120° and there is a hole for staircase. Internal forces are calculated by finite element method and verified by replacement beam method, but the model for manual design is simplified. Reinforcement is designed for design values of internal forces from finite element method. Outcomes of calculations are building drawings of reinforcement, where the most exposed part, angled part, is solved. Also, tangential internal forces from bended reinforcement in every layer are solved there. Design and calculations were realized by current norms.
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Masonry and reinforcement structural items review of family house
Šimráková, Petra ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The bachelor thesis deals with assessment of selected loadbearing elements of a twostorey detached house. The main aim of thesis is assessment of floor slap above fisrt floor, stairs and mansonry pillar. The finite element method is used to calculate the internal forces, to which the necessary reinforcement is subsequently dimensioned. SCIA Engineer 22.0 is used as a calculation program. Part of thesis is drawing of the shape and reinforcement of assessed load-bearing elements. The Allplan 2021 program is used to create the drawings. The static calculation is made according to valid ČSN and EN standards.
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Concrete slab of family house
Sivčák, Jozef ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The main aim of Bachelor thesis is design and assessment of detached house´s reinforced concrete slab. The ground plan of slab is bent under rake angle 120° and there is a hole for staircase. Internal forces are calculated by finite element method and verified by replacement beam method, but the model for manual design is simplified. Reinforcement is designed for design values of internal forces from finite element method. Outcomes of calculations are building drawings of reinforcement, where the most exposed part, angled part, is solved. Also, tangential internal forces from bended reinforcement in every layer are solved there. Design and calculations were realized by current norms.
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