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Glazier's Hall
Kelar, Petr ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The bachelor's thesis deal with structural design of Glazier's hall. Dimension of the hall are 9,24 m x 24,51 m. The basic material is steel S355. The main frame is three-hidged frame. Each frames are connected by the purlins and girts. Spatial rigidity of the structure is provided by the rigid frame corners and sway bracings. Part of the design is crane runway for bridge crane from Demag company with load capacity of 5 t. Structure i designed in compliance with valid standards of ČSN EN and corresponds with ultimate and serviceability limit state. For structural design was used software RFEM 5.07.03 of Dlubal company.
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The Roofing of the Sport Hall
Stehlíková, Iveta ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The goal of this diploma thesis is designed and reviewed the roof of the timber construction of sports structure, the span is 50 m and the length is 90 m. The design of the structure is located in Ústí nad Orlicí. The shape of the hall is arc sector. The structure is designed from glue laminated timber, solid timber and steel load bearing elements. The main load bearing elements are truss girders, which static function as two hinged arch. The stability of the girders is ensured by purlins, transverse stiffeners and longitudinal stiffeners. The stiffeners are situated in five fields. Front sides are made by girts and truss columns.
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Botanical greenhouse
Orságová, Martina ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The thesis deals with design and structural analysis of the botanical greenhouse constructed from steel members. Greenhouse is situated in Zlín. Footprint of the building is 20x38m with 15m height. Structure is made from 7 steel trusses connected by hinges to pad foundations with are 6m apart. Trusses are connected via purlins and girts. General stiffness is provided by traversal and longitudinal truss bracings. The object is single nave hall with curved roof. The façade is made from glass rectangles.
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The Roof Structure of a Multipurpose Sport Building
Stehlíková, Iveta ; Straka,, Bohumil (referee) ; Buchta, Stanislav (advisor)
The goal of this bachelor work is designed and reviewed the roof of the timber construction of multifunction sports structure, the span is 40 m and the length is 60 m. The design of the structure is located in Ústí nad Orlicí. The shape of the hall is arc sector. The structure is designed from glue laminated timber, solid timber and steel load bearing elements. The main load bearing elements are solid girders, which static function as two hinged arch. The stability of the girders is ensured by purlins and transverse stiffeners. The stiffeners are situated in four fields. Front sides are made by girts and truss columns.
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The roof structure of the sport hall in Blansko
Tunková, Eliška ; Bajer, Miroslav (referee) ; Šmak, Milan (advisor)
The topic of my bachelor’s thesis is a design of a construction of a sports hall. The hall’s floor plan has a rectangle shape. The width is designed to be 32 metres and its length is 52 metres. The roof construction is curved in a shape of a circle and its axial height is 12 metres. The construction is designed to be made from wood and steel with alternative arrangement. The static solution was implemented using the RFEM software.
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Hangar
Čajda, Daniel ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
This thesis is about designing and assessmenting timber structure of hangar in Brno - Medlánky. Hangar is designed for small planes at Medlanky airport. Plan view of hangar is 116 m × 64 m and hight is 10,6 m. The building is curved and building forms part of a semicircle. The main frames are irregular and formed of solid girder which statically acting as a double-jointed arches. The structure is designed from glued laminated timber, solid timber and steel connecting elements. Substructure is solved by concrete blocks and foundation strips. A spatial rigidity of the structure is provided by the sway and longitudinal bracings. Roof and peripheral walls are made by sandwich panels.
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Botanical greenhouse
Orságová, Martina ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The thesis deals with design and structural analysis of the botanical greenhouse constructed from steel members. Greenhouse is situated in Zlín. Footprint of the building is 20x38m with 15m height. Structure is made from 7 steel trusses connected by hinges to pad foundations with are 6m apart. Trusses are connected via purlins and girts. General stiffness is provided by traversal and longitudinal truss bracings. The object is single nave hall with curved roof. The façade is made from glass rectangles.
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|
|
The Roofing of the Sport Hall
Stehlíková, Iveta ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The goal of this diploma thesis is designed and reviewed the roof of the timber construction of sports structure, the span is 50 m and the length is 90 m. The design of the structure is located in Ústí nad Orlicí. The shape of the hall is arc sector. The structure is designed from glue laminated timber, solid timber and steel load bearing elements. The main load bearing elements are truss girders, which static function as two hinged arch. The stability of the girders is ensured by purlins, transverse stiffeners and longitudinal stiffeners. The stiffeners are situated in five fields. Front sides are made by girts and truss columns.
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|
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Glazier's Hall
Kelar, Petr ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The bachelor's thesis deal with structural design of Glazier's hall. Dimension of the hall are 9,24 m x 24,51 m. The basic material is steel S355. The main frame is three-hidged frame. Each frames are connected by the purlins and girts. Spatial rigidity of the structure is provided by the rigid frame corners and sway bracings. Part of the design is crane runway for bridge crane from Demag company with load capacity of 5 t. Structure i designed in compliance with valid standards of ČSN EN and corresponds with ultimate and serviceability limit state. For structural design was used software RFEM 5.07.03 of Dlubal company.
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|
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The roof structure of the sport hall in Blansko
Tunková, Eliška ; Bajer, Miroslav (referee) ; Šmak, Milan (advisor)
The topic of my bachelor’s thesis is a design of a construction of a sports hall. The hall’s floor plan has a rectangle shape. The width is designed to be 32 metres and its length is 52 metres. The roof construction is curved in a shape of a circle and its axial height is 12 metres. The construction is designed to be made from wood and steel with alternative arrangement. The static solution was implemented using the RFEM software.
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