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Agricultural Building
Németh, Matěj ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The aim of this thesis was to design and assess of steel structure primarily use for deposit of agricultural machinery alternatively used as associated storage space. Location of object is situated in village of Uhřínovice near Voděrady. Fundamental dimensions of the floor plan are 18 × 48 meters with the height in the top of the gable roof 7,5 meters. The transversal bond is two-hinged frame with span of 18 meters. Height of the columns is 5,2 meters. The main frames are orderly placed with 6 meters space in between them. Cladding is made from multi-layered composite panel system made by Kingspan. Spatial rigidity of the structure in transversal way is supported by main frames and in the longitudinal way is being supported by sway bracing. Used material is construction steel S235.
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Guest House in Brno
Budina, Martin ; jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The purpose of this thesis is to present the static design of chosen parts of the supporting structure of Guest House in Brno. Part of the building is located below ground level, therefore the supporting structure is made of monolithic reinforced concrete frames holding the reinforced concrete slab. Above ground level the supporting structure is made of masonry construction with folded ceiling. Drawing documentation is included.
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Steel structure of heliport
Kuttelwascherová, Olga ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The main subject of this bachelor’s thesis is the design and static analysis of the freestanding steel structure of heliport in the hospital complex in Šumperk. The landing area has an octagonal shape and is 17 meters high above the ground. The main bearing structure consists of truss girders, which are supported by eight columns. Most of the bearing elements have a circular hollow cross-section. The spatial stability is ensured by the truss bracings. Members of the structure are from the structural steel S355. The internal forces and deformations were calculated by software Dlubal RFEM. The thesis also includes a technical report and a drawing documentation.
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Static and dynamic analysis of Prestressed bridge structure
Hokeš, Filip ; Nečas, Radim (referee) ; Kala, Jiří (advisor)
The main objective of the thesis is to perform static and dynamic analysis of prestressed concrete bridge structures in computational system ANSYS. For the analysis was chosen footbridge over the river Svratka in Brno. In relation to this topic are solved various types of modeling prestress at a finite element level. Before analyzing the footbridge is analyzed in detail the static system and the corresponding final geometry of the structure. Knowledge of the functioning of the static system is used to build the computational model of the structure, on which is subsequently performed static and dynamic analysis.
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Multi-functional house, Brno, Horova
Hurta, Adam ; Jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The bachelor thesis deals with the static design of selectet part od the structure multy-functional house in Brno. The building consist of o basement, three floors, attic and roof trusses. The supporting structure consists of a monolithic conrete slab and ceiling of the attic Miako. Vertical load-bearing elements are bulit form bricks Porotherm. Column under the girders in 1.NP is plain concrete. The elements under consideration is made drawings.
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Agricultural Building
Németh, Matěj ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The aim of this thesis was to design and assess of steel structure primarily use for deposit of agricultural machinery alternatively used as associated storage space. Location of object is situated in village of Uhřínovice near Voděrady. Fundamental dimensions of the floor plan are 18 × 48 meters with the height in the top of the gable roof 7,5 meters. The transversal bond is two-hinged frame with span of 18 meters. Height of the columns is 5,2 meters. The main frames are orderly placed with 6 meters space in between them. Cladding is made from multi-layered composite panel system made by Kingspan. Spatial rigidity of the structure in transversal way is supported by main frames and in the longitudinal way is being supported by sway bracing. Used material is construction steel S235.
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Steel structure of heliport
Kuttelwascherová, Olga ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The main subject of this bachelor’s thesis is the design and static analysis of the freestanding steel structure of heliport in the hospital complex in Šumperk. The landing area has an octagonal shape and is 17 meters high above the ground. The main bearing structure consists of truss girders, which are supported by eight columns. Most of the bearing elements have a circular hollow cross-section. The spatial stability is ensured by the truss bracings. Members of the structure are from the structural steel S355. The internal forces and deformations were calculated by software Dlubal RFEM. The thesis also includes a technical report and a drawing documentation.
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Static and dynamic analysis of Prestressed bridge structure
Hokeš, Filip ; Nečas, Radim (referee) ; Kala, Jiří (advisor)
The main objective of the thesis is to perform static and dynamic analysis of prestressed concrete bridge structures in computational system ANSYS. For the analysis was chosen footbridge over the river Svratka in Brno. In relation to this topic are solved various types of modeling prestress at a finite element level. Before analyzing the footbridge is analyzed in detail the static system and the corresponding final geometry of the structure. Knowledge of the functioning of the static system is used to build the computational model of the structure, on which is subsequently performed static and dynamic analysis.
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