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Supermarket in Vrbno pod Pradědem
Ujházy, Denis ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The content of this bachelor thesis is a design solution and check load-carrying steel frame structure of the supermarket in Vrbno pod Pradědem. The square plan dimensions are 32,00 x 60,00 m and ridge level is 12,55 m. The structure is designed as a single hall, the construction system is built of two-pinned cross frame with an axial distance of 6,00 m between main frames. The hall has a saddle roof with an inclination of 10°. All the cross-sections of the main load-bearing elements are plate and made of the same steel category.
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Cowhouse in Králíky
Nováček, Tomáš ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
Bachelor thesis describes the structural design of the load bearing steel structure of cowhouse located in the municipality Králíky. The structure is designed according to the normative requirements of ČSN EN for ultimate and serviceability limit state. It´s a structure formed by the main frames at a distance of 5 m apart, which are placed in a rectangular plan of 30 x 60 m. As the main material of load bearing elements was used a steel S355. The specificity of the structure is location in a place with above average snow and wind loads. The couwhouse is intended for housing hundred and fifty cows. The work consists of a static calculation, which assessed individual cross sections and joints.
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Locksmithery
Benýšek, David ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The bachelor thesis deals with design of the load-bearing steel structure of locksmithery, which is located in the village Oldřichovice, in the old collective farm complex. The structure is designed for ultimate and serviceability according to normative requirements ČSN EN. The construction has a width 8,32 m, a length 20 m and a syntactical height 6,0 m. It is a structure consisting of transverse framework bindings at a distance of 5,0 meters from each other. For all elements was used steel S355. In the building is designed bridge crane EKKE about the capacity 5t from company DEMAG. The work consists of a static calculation, which assessed individual cross-sections and joints and also contains drawings and engineering report.
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Sports building in Vsetín
Gargulák, Martin ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The objective of this work is a design solution and check load-carrying steel construction of the sports hall. The square plan dimensions are 28x28 m, the ridge level is 11,5 m. The building is located in Vsetín. The building construction is designed as a single hall, the construction system is built of a three-hinged main frame. Centre to centre spacing main frame is 5,6 m. The hall has a saddle roof and its inclination is 10°. The cross-sections of the main load-bearing elements are plate.
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Supermarket in Vrbno pod Pradědem
Ujházy, Denis ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The content of this bachelor thesis is a design solution and check load-carrying steel frame structure of the supermarket in Vrbno pod Pradědem. The square plan dimensions are 32,00 x 60,00 m and ridge level is 12,55 m. The structure is designed as a single hall, the construction system is built of two-pinned cross frame with an axial distance of 6,00 m between main frames. The hall has a saddle roof with an inclination of 10°. All the cross-sections of the main load-bearing elements are plate and made of the same steel category.
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Locksmithery
Benýšek, David ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The bachelor thesis deals with design of the load-bearing steel structure of locksmithery, which is located in the village Oldřichovice, in the old collective farm complex. The structure is designed for ultimate and serviceability according to normative requirements ČSN EN. The construction has a width 8,32 m, a length 20 m and a syntactical height 6,0 m. It is a structure consisting of transverse framework bindings at a distance of 5,0 meters from each other. For all elements was used steel S355. In the building is designed bridge crane EKKE about the capacity 5t from company DEMAG. The work consists of a static calculation, which assessed individual cross-sections and joints and also contains drawings and engineering report.
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Cowhouse in Králíky
Nováček, Tomáš ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
Bachelor thesis describes the structural design of the load bearing steel structure of cowhouse located in the municipality Králíky. The structure is designed according to the normative requirements of ČSN EN for ultimate and serviceability limit state. It´s a structure formed by the main frames at a distance of 5 m apart, which are placed in a rectangular plan of 30 x 60 m. As the main material of load bearing elements was used a steel S355. The specificity of the structure is location in a place with above average snow and wind loads. The couwhouse is intended for housing hundred and fifty cows. The work consists of a static calculation, which assessed individual cross sections and joints.
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Sports building in Vsetín
Gargulák, Martin ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The objective of this work is a design solution and check load-carrying steel construction of the sports hall. The square plan dimensions are 28x28 m, the ridge level is 11,5 m. The building is located in Vsetín. The building construction is designed as a single hall, the construction system is built of a three-hinged main frame. Centre to centre spacing main frame is 5,6 m. The hall has a saddle roof and its inclination is 10°. The cross-sections of the main load-bearing elements are plate.
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