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Removing of masonry pillar from load bearing wall
Zubalík, Jakub ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
The subject of this bachelor thesis is design suitable solution of a new load bearing structure in residency basement. There is a increase the width of hole by removal masonry pillar from load bearing wall between two doors. In first part there is a focus on loads analysis in height level of new beam and design two solutions of beam. Verification of bearing capacity is included with eventual changes.
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Crematorium
Hradečný, Tomáš ; Moravcová, Eva (referee) ; Matějka, Libor (advisor)
In this thesis project is developed for the implementation of new build crematorium in Austerlitz. It is situated in a quiet area on the outskirts of town, at the intersection of roads from Brno and Křenovice. When designing the building, emphasis is placed on the longitudinal axis symmetry object. The building is single-storey, semi-basement. The roof structure is designed with three different height levels, except where the input parts and components for guests is located lowest flat roof, a second, higher level flat roof above the crematory facilities at the rear. Above spaces funeral parlor is the highest, the dominant part of the roof, which is of trusses and is pitched. The basic construction of the crematorium are bearing walls of ceramic bricks, are used in the basement concrete perimeter wall. The exterior walls are used insulation system.
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Load-bearing structure of the family house
Kabrhelová, Eliška ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Master's thesis is focused on the design and assessment of load-bearing structure of the family house. Model reinforced concrete structure is created in RFEM. Elements of reinforced concrete are Assessed in accordance with EN 1992-1-1. Excepting static calculation is part of documentation the technical report and drawings shape and reinforcement.
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Load-bearing structure of mountain hotel
Kudličková, Jitka ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
Master’s thesis is based on analysis and design of a load bearing structure of an mountains hotel. Mountain hotel schould be realized in the village Vernirovice in Šumperk district. The proposed structure is formed 4th floors. In 1.NP is a restaurant, a sports and wellness center. In 2.NP in the right side is situated the swimming pool. In 2 to 4 floor are located rooms. This structure is supported with a strip footing made of reinforced concrete. The main load-bearing elements in the vertical direction are in 1.NP reinforced concrete walls and columns, the upper floors bearing masonry walls of ceramic blocks THERM. The inner support walls are 300 mm thick, outside support walls are 400 mm thick. Floors are constructed of carrying plates with girders above the larger openings. These plates and girders are made of reinforced concrete. In the 2 floor are beams with the span of 8,8 m. These girders are designed of prestressed concrete cause the large loads. Individual levels are connected with monolithic concrete staircases. Around the middle of the building is a monolithic reinforced concrete elevator shaft. The highest elevation above grade level is 16 m. The thesis also deals with relevant drawing documentations for chosen parts of construction.The building is located in the ski area VI and IV wind areas.
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Load - bearing structure of apartment block
Nečas, Daniel ; Juchelková, Pavlína (referee) ; Strnad, Jiří (advisor)
Master’s thesis is based on analysis and design of a load bearing structure of an apartment block. This structure is supported with a strip footing made of reinforced concrete. The above-ground part of designed structure consists of brick masonry. Floors are constructed of carrying plates. These plates are made of reinforced concrete and precast boards (prestressed concrete). Individual levels are connected with monolithic concrete staircases. The thesis also deals with relevant drawing documentations for chosen parts of construction.
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Load-bearing structure of mountain hotel
Kudličková, Jitka ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
Master’s thesis is based on analysis and design of a load bearing structure of an mountains hotel. Mountain hotel schould be realized in the village Vernirovice in Šumperk district. The proposed structure is formed 4th floors. In 1.NP is a restaurant, a sports and wellness center. In 2.NP in the right side is situated the swimming pool. In 2 to 4 floor are located rooms. This structure is supported with a strip footing made of reinforced concrete. The main load-bearing elements in the vertical direction are in 1.NP reinforced concrete walls and columns, the upper floors bearing masonry walls of ceramic blocks THERM. The inner support walls are 300 mm thick, outside support walls are 400 mm thick. Floors are constructed of carrying plates with girders above the larger openings. These plates and girders are made of reinforced concrete. In the 2 floor are beams with the span of 8,8 m. These girders are designed of prestressed concrete cause the large loads. Individual levels are connected with monolithic concrete staircases. Around the middle of the building is a monolithic reinforced concrete elevator shaft. The highest elevation above grade level is 16 m. The thesis also deals with relevant drawing documentations for chosen parts of construction.The building is located in the ski area VI and IV wind areas.
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Load-bearing structure of the family house
Kabrhelová, Eliška ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Master's thesis is focused on the design and assessment of load-bearing structure of the family house. Model reinforced concrete structure is created in RFEM. Elements of reinforced concrete are Assessed in accordance with EN 1992-1-1. Excepting static calculation is part of documentation the technical report and drawings shape and reinforcement.
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|
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Load - bearing structure of apartment block
Nečas, Daniel ; Juchelková, Pavlína (referee) ; Strnad, Jiří (advisor)
Master’s thesis is based on analysis and design of a load bearing structure of an apartment block. This structure is supported with a strip footing made of reinforced concrete. The above-ground part of designed structure consists of brick masonry. Floors are constructed of carrying plates. These plates are made of reinforced concrete and precast boards (prestressed concrete). Individual levels are connected with monolithic concrete staircases. The thesis also deals with relevant drawing documentations for chosen parts of construction.
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Crematorium
Hradečný, Tomáš ; Moravcová, Eva (referee) ; Matějka, Libor (advisor)
In this thesis project is developed for the implementation of new build crematorium in Austerlitz. It is situated in a quiet area on the outskirts of town, at the intersection of roads from Brno and Křenovice. When designing the building, emphasis is placed on the longitudinal axis symmetry object. The building is single-storey, semi-basement. The roof structure is designed with three different height levels, except where the input parts and components for guests is located lowest flat roof, a second, higher level flat roof above the crematory facilities at the rear. Above spaces funeral parlor is the highest, the dominant part of the roof, which is of trusses and is pitched. The basic construction of the crematorium are bearing walls of ceramic bricks, are used in the basement concrete perimeter wall. The exterior walls are used insulation system.
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|
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Removing of masonry pillar from load bearing wall
Zubalík, Jakub ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
The subject of this bachelor thesis is design suitable solution of a new load bearing structure in residency basement. There is a increase the width of hole by removal masonry pillar from load bearing wall between two doors. In first part there is a focus on loads analysis in height level of new beam and design two solutions of beam. Verification of bearing capacity is included with eventual changes.
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