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The roofing of a railway station
Olbert, Jan ; Šmak, Milan (referee) ; Puchner, Josef (advisor)
The goal of this thesis is structural design of railway station lobby steel roofing. The construction dimensions are 63,0 m x 300,0 m with height adapted for railway vehicles traffic according to ČSN 73 6320 technical standard. The two-bay hall cross coupling consists of lattice trusses mounted on restrained columns. Axial spacing between individual bonds is 4,0 m. In the longitudinal direction the stability of articulated columns is secured by truss bracing placed in the roof and walls.
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The roof structure of a storage area
Kuběna, Kamil ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to design and consider the carrier of steel structures for roof storage area in Brno, so that the structure meet all the requirements for buildings and fulfill its function. Roofing, with grand-plan dimensions 50 x 20 m clear height of 4,5 m. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
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Connecting Footbridge
Sláma, Jakub ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The subject of this master’s thesis was desingn and assessments the connection of two buildings by footbridge corridor. The structure was designed as a lattice structure without verticals. Construction is stored on two pillars lattice design. Cladding footbridge was cosidered by glazing. Construction is freestanding and doesn’t load bordering adjacent buildings.
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Gas station roof structure
Očadlík, Martin ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
My task was to propose and consider steel structure roof of gas station. Dimensions of construction were determined based on transport service of the 8 supply points. Construction is situated in Zlin. Static calculation of the main bearing elements was made with Dlubal RFEM v.5.03 software. Selected structure elements including joints and column anchors were verified manualy.
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The Roofing of Terraces of a Stadium
Bartoň, Radek ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to propose and consider steel structure of roofing of a terraces on an athletic stadium. Terraces, with the ground-plan dimensions 12,0 x 80,0 m, are designed as a reinforced concrete structure and its structural analysis is not included in this thesis. Construction is situated in area of Rožnov pod Radhoštěm, which meant, It had to be accounted with considerable variable loads (wind, snow), which is associated with enlargement of a cross-sections. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
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Airport Terminal
Fojtík, Petr ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
My diploma thesis is focused on design and assessment of structural system of airport terminal. The design is processed in two options. Both of them has the same dimensions but structural system is changed. Floor plan is in the shape of part of annulus. Width of the hall is changing, in the middle of the hall is aproximatly 90 m. Length is 52,5 m, 10 m of this length is porch. Roof slope is 3° towards to the front of the hall.
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Airport Terminal
Fojtík, Petr ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
My diploma thesis is focused on design and assessment of structural system of airport terminal. The design is processed in two options. Both of them has the same dimensions but structural system is changed. Floor plan is in the shape of part of annulus. Width of the hall is changing, in the middle of the hall is aproximatly 90 m. Length is 52,5 m, 10 m of this length is porch. Roof slope is 3° towards to the front of the hall.
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Connecting Footbridge
Sláma, Jakub ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The subject of this master’s thesis was desingn and assessments the connection of two buildings by footbridge corridor. The structure was designed as a lattice structure without verticals. Construction is stored on two pillars lattice design. Cladding footbridge was cosidered by glazing. Construction is freestanding and doesn’t load bordering adjacent buildings.
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Gas station roof structure
Očadlík, Martin ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
My task was to propose and consider steel structure roof of gas station. Dimensions of construction were determined based on transport service of the 8 supply points. Construction is situated in Zlin. Static calculation of the main bearing elements was made with Dlubal RFEM v.5.03 software. Selected structure elements including joints and column anchors were verified manualy.
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The roof structure of a storage area
Kuběna, Kamil ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to design and consider the carrier of steel structures for roof storage area in Brno, so that the structure meet all the requirements for buildings and fulfill its function. Roofing, with grand-plan dimensions 50 x 20 m clear height of 4,5 m. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
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