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Reinforced concrete lookout tower
Vaněčka, Jan ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
The aim of this thesis is the static design and assessment of the reinforced concrete structure of the observation tower. The design is further supplemented with visualizations of the architectural design of the structure. Structurally, the observation tower is designed as a locally supported slab by four columns, which are based on footings on the bedrock. The location of the structure is being considered near the ruins of Helfštýn Castle in the Olomouc region.
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Reinforced concrete structure
Vaněčková, Adéla ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The aim of bachelors thesis is to design of the frame monolithic reiforced concrete frame construcition of a multistoried garage. Project designe sof a typice storey of construction. The supporting structure consist of a frame consisting of rungs, which are stored by beams and slab. Rungs are supported by columns. Reaction of the structure are transmitted to the foundation soil by footings. The design was made according to standard ČSN EN 1992 – 1 – 1. Structural analisis was modeled using Scia Engineer 20014 – Student vision. The results were validated by simplified manual method.
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Steel Load-bearing Structure of a Car Showroom and Repair Centre
Thomanková, Lucie ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Diploma thesis includes design and examination of steel load-carrying structure. Construction includes car deal warehouse and car repair shop with extension for car varnishing. Car deal warehouse has ground dimensions 22 x 30 m and total high 10 m. Main frame is composed of Vierendeel trusses with arc shape. Car repair shop has ground dimensions 20 x 30 m and total high 10 m. Main frame is composed of truss girders and web-plate columns. Frame extension has ground dimension 20 x 10 m and total high 6,4 m. Cladding is composed of sandwich panels. Store´s gable wall and a part of the roof are glass. Climatic load is intended for locality Ostrava.
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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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Structural Design of Reinforced Concrete Hall
Skotnica, Tomáš ; Kostiha, Vojtěch (referee) ; Švaříčková, Ivana (advisor)
This master’s thesis deals with desing and structural assessment report reinforced concrete hall in two variants. Specifically, it is variant from prefabricaed element and second variant is cast-in-place frame. The selected elements for the design are saddle grider, longitudinal bracingy, beam, column and all cast-in-place structure. The results thesis are structure assessment report of selected elements, formwork and reinforcement drawing. The structeres models were created with software Dlubal R-Fem 6 and Idea StatiCa Detail 23.0.
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Gymnastics hall in Púchov
Mikulica, Adam ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The aim of the bachelor thesis was to design and check the construction of a steel gymnastics hall. The structure consists of two connected parts, the mail hall whit the floor plan dimensions of 18x30 m and an extension of the floor plan dimensions of 9x30 m. The building is situated in Púchov. The modular distance of the main frames is 6 m. The computational model of construction was built up using Dlubal RFEM software.
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The Warehouse with load capacity 25 kN/m2
Vymazal, Jakub ; Bažant, Zdeněk (referee) ; Čírtek, Ladislav (advisor)
Bachelor’s thesis with tittle „The Warehouse with load capacity 25kN/m2“ is processed as a project documentation according to valid assessments. The Warehouse is located in the city of Brno. Its ground plan dimensions are 12x18m. It is made of concrete and designed as a one-floor building with a flat roof. The main supporting construction is created by grate bond, which causes in both directions. It is combination of longitudinalated and transversed frames. There are 3 frames with 6m axis distance and 18m range in the longitudinalated direction and 4 frames with 6m axis distance and 12m range in the transversed direction. Columns in the frames are anchored to base feets. Supporting system of 1st floor is designed as a double-sided beamed ceiling. Beams are designed as continuous girders assigned on a spoke of the frame.
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Bonded Warehouse in Uherský Brod
Šotkovský, Jakub ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
The subject of my bachelor’s thesis was to design and assess a steel structure warehouse in Uherský Brod. It is a single hall with a gabled roof with a ground plan dimensions of 30 x 42 m and a height of 8 m. The slope of the roof plane is 7.595 °. The main load-bearing structural system consists of eight cross-frame links. The hall is claded by sandwich insulation panels Kingspan. The whole steel structure is made of steel S 235.
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Planetarium
Chytil, Lukáš ; Utíkal, Aleš (referee) ; Utíkalová, Ivana (advisor)
This diploma thesis focuses on a project of new building of Planetarium in Prostějov in Olomouc district. The project is in accordance eith official assignment and with contemporary Czech standards and legislation. Building is placed to biggest park of Prostějov, next to the centre of city on an empty plot owned by city. Object should serve to the people as a cultural centre. The building plan is irregullarly-sharped with maximum dimensions 47,6 x 26,6 m and has three floors. On the first floor is galery, literature store and cafe and on the second floor is projection room and observatory. Structural systém is skelet and walls from reiforced concrete. Foundations of the building are made of concrete strip foundation and reiforced concrete square footings and strip foundations. Ceilings are made of reiforced concrete panels. There are roofs made by steel cupolas. Unsound walls are made of porous fittings. All external walls and cupolas are insulated with mineral wool. Doors and windows have aluminium frame and triple glazing, inner doors are wooden. As result there’s structurally, operationally and aesthetically functional complex, that will be benefit for the city and its citizens, especially for their cultural life.
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Load carring structure of a riding hall
Kubíček, Michal ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
Master's thesis describes the design and check of the construction of the riding hall. Here are compared two versions the steel structure riding hall. For select version is here technical report, design calculation, statement of material and design documentation. Next is prepared specialization in the field of building construction.
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