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Steel load-carrying structure of production hall with bridge crane
Štulrajterová, Terézia ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelor thesis deals with the design and assessment of a steel load-bearing structure of a two-aisle production hall. That hall has a rectangular ground plan of a width 32 m (20 + 12 m) and lenght 54,54 m (9 modules distanced 6 m from each other). The main aisle is 10 m high and inside is located a overhead crane with carrying capacity 5 t. The second aisle is used as a storage area for materials that have already been produced. The skeleton of production hall is made of a ten transversal bindings. Lattice trusses are hinged mounted on constraint pillars of solid poles. The hall is situated in the north of the Czech Republic in the city of Děčín.
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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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Rebuilding a Family House
Zlámalová, Pavlína ; Požár, Michal (referee) ; Švaříčková, Ivana (advisor)
The thesis deals with the reconstruction of the family house. The main aim of my thesis is assessment of the existing floor slab and designing of reinforcement due to lack of static part of design documentation. Internal forces on the slab are obtained by using finite element method on which the slab is designed. Due to superstructure of one extra floor above original structure it is necessary to make the hole for the staircase into the existing ceiling construction and demolition of loadbearing wall for disposition improvement. Intervention into the original construction has the effect of redistribution internal forces. At this case additional reinforcement of floor slab is necessary. For additional floor slab are selected and designed CFRP carbon straps. Rotate rib is being prepared instead of original demolished loadbearing wall which will be connect with original floor slab by using of stirrups. All calculations were performed in accordance with valid standard.
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Design of concrete structures using modern composite materials
Badány, Kristián ; Januš, Ondřej (referee) ; Kostiha, Vojtěch (advisor)
In the first part, this work deals with basic information about non-metallic reinforcement and its general design, in the second part the prefabricated supporting wall is assessed. The support wall is designed in several variants: in the first variant for classical reinforcement reinforcement and in other variants it is for composite reinforcement. The entry of the support structure is the same for all variants. Calculation is processed by Fib Bulletin No. 40 and complies with ČSN EN.
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The footbridge for pedestrians and cyclists in Zvolen
Hric, Fedor ; Bajer, Miroslav (referee) ; Šmak, Milan (advisor)
Diploma´s thesis is about timber structure of footbridge for pedestrians and cyclists over the Slatina river in the city of Zvolen as cast of alternatives. In the first alternative is footbridge designed as a simple arched beam, made of glued laminated timber. Footbridge is also designed with semi through bridge deck, made of structural timber. The second alternative is designed as a tied arch structure. At this alternative is the bridge deck left unchanged(material, sizes of members). Both alternatives are attested by currents standarts.
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Reconstruction of a city building
Kašáková, Kristína ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
This masters thesis deals with the reconstruction of an urban building. The work consists of a diagnostic and projection part. The goal of the diagnostic part is to focus on the current state of the building and also on masonry strength tests performance. The goal of the design part is the processing of measured data, the design of an orientation layout on the 3rd floor above-ground and the proposition design of a new truss as well as an assessment of selected supporting structures. The outputs of the work are drawings of the building, reports on the performed tests and static calculation.
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Design of concrete structures using modern composite materials
Badány, Kristián ; Januš, Ondřej (referee) ; Kostiha, Vojtěch (advisor)
In the first part, this work deals with basic information about non-metallic reinforcement and its general design, in the second part the prefabricated supporting wall is assessed. The support wall is designed in several variants: in the first variant for classical reinforcement reinforcement and in other variants it is for composite reinforcement. The entry of the support structure is the same for all variants. Calculation is processed by Fib Bulletin No. 40 and complies with ČSN EN.
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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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Rebuilding a Family House
Zlámalová, Pavlína ; Požár, Michal (referee) ; Švaříčková, Ivana (advisor)
The thesis deals with the reconstruction of the family house. The main aim of my thesis is assessment of the existing floor slab and designing of reinforcement due to lack of static part of design documentation. Internal forces on the slab are obtained by using finite element method on which the slab is designed. Due to superstructure of one extra floor above original structure it is necessary to make the hole for the staircase into the existing ceiling construction and demolition of loadbearing wall for disposition improvement. Intervention into the original construction has the effect of redistribution internal forces. At this case additional reinforcement of floor slab is necessary. For additional floor slab are selected and designed CFRP carbon straps. Rotate rib is being prepared instead of original demolished loadbearing wall which will be connect with original floor slab by using of stirrups. All calculations were performed in accordance with valid standard.
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The footbridge for pedestrians and cyclists in Zvolen
Hric, Fedor ; Bajer, Miroslav (referee) ; Šmak, Milan (advisor)
Diploma´s thesis is about timber structure of footbridge for pedestrians and cyclists over the Slatina river in the city of Zvolen as cast of alternatives. In the first alternative is footbridge designed as a simple arched beam, made of glued laminated timber. Footbridge is also designed with semi through bridge deck, made of structural timber. The second alternative is designed as a tied arch structure. At this alternative is the bridge deck left unchanged(material, sizes of members). Both alternatives are attested by currents standarts.
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