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Multi-storey building
Zaikin, Danil ; Bajer, Miroslav (referee) ; Bukovská, Pavla (advisor)
The subject of the thesis was the design of a multi-storey office building. In the transverse direction the building was designed as a three-tract 6.0 + 4.0 + 6.0 = 16 m. In the longitudinal direction 9x6.6 m = 59.4 m. The design was designed in several variants: articulated and frame in transverse directions. The joint variant was selected for detailed analysis.
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Spatial reinforced concrete frame of an industrial building
Matěják, Jan ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
This bachelor thesis deals with design of selected precast elements of a prefabricated hall. Single-nave storage hall is formed by transverse frames. The elements include main roof girder designed in two variants. The first variant is considered to be made of reinforced concrete. The second variant is designed from prestressed concrete. Other designed elements are a pair of columns carrying the girder and pocket foundations. The elements were designed according to the ČSN EN 1991-1-1. The output from this bachelor thesis are structural design reviews and drawings of selected parts (formwork and reinforcement).
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Storage Hall
Petrů, Milan ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The aim of the Bachelor's thesis is a design and assessment of steel structuce of storage hall. The dimensions of the rectangular floor pl19x20 m and the height is 9,5 m. The supporting structure consist of the transverse frames. The distance of each cross links is 4 m. Single main frames are mutually connected with purlins and the spatial rigidity of the structure is provided by sway bracings and longitundinal bracings.
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Spatial reinforced concrete frame of an industrial building
Matěják, Jan ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
This bachelor thesis deals with design of selected precast elements of a prefabricated hall. Single-nave storage hall is formed by transverse frames. The elements include main roof girder designed in two variants. The first variant is considered to be made of reinforced concrete. The second variant is designed from prestressed concrete. Other designed elements are a pair of columns carrying the girder and pocket foundations. The elements were designed according to the ČSN EN 1991-1-1. The output from this bachelor thesis are structural design reviews and drawings of selected parts (formwork and reinforcement).
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Storage Hall
Petrů, Milan ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The aim of the Bachelor's thesis is a design and assessment of steel structuce of storage hall. The dimensions of the rectangular floor pl19x20 m and the height is 9,5 m. The supporting structure consist of the transverse frames. The distance of each cross links is 4 m. Single main frames are mutually connected with purlins and the spatial rigidity of the structure is provided by sway bracings and longitundinal bracings.
|
|
|
Multi-storey building
Zaikin, Danil ; Bajer, Miroslav (referee) ; Bukovská, Pavla (advisor)
The subject of the thesis was the design of a multi-storey office building. In the transverse direction the building was designed as a three-tract 6.0 + 4.0 + 6.0 = 16 m. In the longitudinal direction 9x6.6 m = 59.4 m. The design was designed in several variants: articulated and frame in transverse directions. The joint variant was selected for detailed analysis.
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