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Footbridge
Smělíková, Petra ; Puchner, Josef (referee) ; Sýkora, Karel (advisor)
The topic of my Bachelor's thesis is a static assessment of a bearing structure of a current footbridge which is also used for cycling. It is placed in Kunovice near Uherské Hradiště. The length of span is 28 meters. Its construction is solved as space framework with through-span. Main beam is truss structure with upper saddle flange. The height of beam in the middle of the span is 2.5 meters and above supports is 1.5 meters. The calculation is done either by hand or using calculation program Scia Engineer 2012.0.
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Administration Building
Frieda, Jan ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
This thesis aims to design a bearing composite steel structure for five-storey administration building with ground plan dimensions 35,00 x 50,00 m. Designed building has L-shaped plan, flat roof and attic all the way around. The largest part of the plan area occupies office zone with dimensions of 48,60 x 18,90 m. Contiguous zone communication and sanitation has dimensions of 13,50 x 15,90 m. Floor height is designed 3,60 m, the total height of the building is 18,70 m. Composite steel floor structure consists of transverse primary beams and hinge-connected secondary beams. Integrated formwork (trapezoidal sheet) has ribs oriented perpendicular to the secondary beams. Coupling is bidirectional. Construction will be done in two variants. Variant No.1 assumes primary and secondary beams (at the columns) hinge-connected with columns. In variant No.2 will be frame connection between primary beams and columns and together they will create 2D transverse frames with hinge-connected secondary beams. The supporting structure of the roof is designed similarly to ceiling, but reinforced concrete slab will be replaced with bracing in the roof plane and self-bearing rib sandwich panels. Vertical sheathing of the building provide sandwich panels and strip windows. The type of steel is S355. The building is designed for the site Hradec Králové. Standards and documents used in design of the bearing structure are included in the list of sources. The result of this work is a static analysis with an assessment of all elements of the selected (best) variant of the structure, drawing documentation and technical report.
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Steel Load-bearing Structure of a Museum Exhibition Gallery
Guziur, Martin ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Steel load-bearing structure of a museum will serve to exhibit the museum's exhibits and organizing exhibitions for the public. The structure is elliptical in shape with a length of 30 m in direction of the major axis and 22 m in the direction of the minor axis. Construction height is 9 m. There is located gallery structure in the inner part of the museum with access by an internal staircase. The main load-bearing elements of museum structure are designed from steel S235. The roof deck is made from Kingspan panels and cladding consists of laminated safety glass.
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Warehouse Hall
Frieda, Jan ; Šmak,, Milan (referee) ; Bajer, Miroslav (advisor)
This thesis aims to design a bearing steel structure for single-nave hall with double-pitched roof. Roof dimesions are as follows, 24,00 meters span, 48,00 meters in length and 12.08 meters height. Roof truss distance is 6,00 meters. Binding rafters are designed as web-plated girders. Steel S235 is used in all elements. This hall is situated in Vienna-Simmering. All directives and standards used in the process of designing are included in the index. This work is created using following programmes, Scia Engineer 2010 (student licensed), Microsoft Office 2003 a AutoCAD 2008. This work resulted in design calculation with analysis of all elements in the bearing structure, design drawings and technical report.
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Administration Building
Frieda, Jan ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
This thesis aims to design a bearing composite steel structure for five-storey administration building with ground plan dimensions 35,00 x 50,00 m. Designed building has L-shaped plan, flat roof and attic all the way around. The largest part of the plan area occupies office zone with dimensions of 48,60 x 18,90 m. Contiguous zone communication and sanitation has dimensions of 13,50 x 15,90 m. Floor height is designed 3,60 m, the total height of the building is 18,70 m. Composite steel floor structure consists of transverse primary beams and hinge-connected secondary beams. Integrated formwork (trapezoidal sheet) has ribs oriented perpendicular to the secondary beams. Coupling is bidirectional. Construction will be done in two variants. Variant No.1 assumes primary and secondary beams (at the columns) hinge-connected with columns. In variant No.2 will be frame connection between primary beams and columns and together they will create 2D transverse frames with hinge-connected secondary beams. The supporting structure of the roof is designed similarly to ceiling, but reinforced concrete slab will be replaced with bracing in the roof plane and self-bearing rib sandwich panels. Vertical sheathing of the building provide sandwich panels and strip windows. The type of steel is S355. The building is designed for the site Hradec Králové. Standards and documents used in design of the bearing structure are included in the list of sources. The result of this work is a static analysis with an assessment of all elements of the selected (best) variant of the structure, drawing documentation and technical report.
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Steel Load-bearing Structure of a Museum Exhibition Gallery
Guziur, Martin ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Steel load-bearing structure of a museum will serve to exhibit the museum's exhibits and organizing exhibitions for the public. The structure is elliptical in shape with a length of 30 m in direction of the major axis and 22 m in the direction of the minor axis. Construction height is 9 m. There is located gallery structure in the inner part of the museum with access by an internal staircase. The main load-bearing elements of museum structure are designed from steel S235. The roof deck is made from Kingspan panels and cladding consists of laminated safety glass.
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Footbridge
Smělíková, Petra ; Puchner, Josef (referee) ; Sýkora, Karel (advisor)
The topic of my Bachelor's thesis is a static assessment of a bearing structure of a current footbridge which is also used for cycling. It is placed in Kunovice near Uherské Hradiště. The length of span is 28 meters. Its construction is solved as space framework with through-span. Main beam is truss structure with upper saddle flange. The height of beam in the middle of the span is 2.5 meters and above supports is 1.5 meters. The calculation is done either by hand or using calculation program Scia Engineer 2012.0.
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Warehouse Hall
Frieda, Jan ; Šmak,, Milan (referee) ; Bajer, Miroslav (advisor)
This thesis aims to design a bearing steel structure for single-nave hall with double-pitched roof. Roof dimesions are as follows, 24,00 meters span, 48,00 meters in length and 12.08 meters height. Roof truss distance is 6,00 meters. Binding rafters are designed as web-plated girders. Steel S235 is used in all elements. This hall is situated in Vienna-Simmering. All directives and standards used in the process of designing are included in the index. This work is created using following programmes, Scia Engineer 2010 (student licensed), Microsoft Office 2003 a AutoCAD 2008. This work resulted in design calculation with analysis of all elements in the bearing structure, design drawings and technical report.
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