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Steel construction of the road bridge
Kloda, Petr ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The aim of the master thesis was a design of the steel-concrete composite road bridge for a main road in Ostrava. The part of the design was a variant design of the bridge which has theoretical spans equal to 44 m + 55 m + 44 m. Total span of the bridge is then 143 m. Two variants of the bearing steel structure are compared in the preliminary structural design, in the first one a twin-girder is designed and in the second one a box-girder bridge is assessed. The width of the bridge is 14 m and a launching of the bridge without temporary supports is chosen as the assembly method. The design of the bridge structure was carried out according to the valid standard ČSN EN. The final thesis contains variant design, structural design report, where a bill of quantities is stated, engineering report and drawings.
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Roof Structure of a Swimming Pool
Kloda, Petr ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The aim of the Bachelor thesis is to design steel roof structure of 25 m long swimming pool and his relaxation area. The building have a saddle roof and roof structure consist of pin-supported truss girders on a columns. This truss girders have a parabolically curved lower chord. Plan of the building design have dimensions of 45,5 × 30,0 m where the one of a front wall is rounded with radius of 15 m. The height of the ridge is 10 m. The truss girders are designed of hot-rolled square hollow sections. Columns are of HEB section and the design of purlins is based on a optimalization. The cladding consist of sandwich panels.
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Steel construction of the road bridge
Kloda, Petr ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The aim of the master thesis was a design of the steel-concrete composite road bridge for a main road in Ostrava. The part of the design was a variant design of the bridge which has theoretical spans equal to 44 m + 55 m + 44 m. Total span of the bridge is then 143 m. Two variants of the bearing steel structure are compared in the preliminary structural design, in the first one a twin-girder is designed and in the second one a box-girder bridge is assessed. The width of the bridge is 14 m and a launching of the bridge without temporary supports is chosen as the assembly method. The design of the bridge structure was carried out according to the valid standard ČSN EN. The final thesis contains variant design, structural design report, where a bill of quantities is stated, engineering report and drawings.
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Roof Structure of a Swimming Pool
Kloda, Petr ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The aim of the Bachelor thesis is to design steel roof structure of 25 m long swimming pool and his relaxation area. The building have a saddle roof and roof structure consist of pin-supported truss girders on a columns. This truss girders have a parabolically curved lower chord. Plan of the building design have dimensions of 45,5 × 30,0 m where the one of a front wall is rounded with radius of 15 m. The height of the ridge is 10 m. The truss girders are designed of hot-rolled square hollow sections. Columns are of HEB section and the design of purlins is based on a optimalization. The cladding consist of sandwich panels.
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