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The Roofing of The Multipurpose Building
Vojta, Radek ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
Aim of bachelor thesis was to design and assess timber framework of roofing multipurpose building. The building will be situated in Trebic. Ground plan dimensions of the building are 80.6 × 54.5 m and building height is 17.1 m. The building will have a curved shape with a radius of 30 m. The structure is designed from glued laminated timber, solid timber and steel connecting elements. Substructure will be solved by concrete anchor blocks on foundation strips. The main supporting element are trusses which statically acting as a double-jointed arches. Stability of trusses is securing by purlins together with bracings. Bracings are composed of four fields of cross bracings and longitudinal bracings. Gable walls will consist of columns with braces.
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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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The Roofing of the Sport Hall
Tichák, Tomáš ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
The main purpose of this work is a design of timber frame roofing structure for multi-purpose sports hall. The building has rectangular shape 50 meters long, 35 meters wide and 16 meters high. Main support element is glulam timber two-hinged arch. Structure consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. This document includes design, internal force enumertion ans structural assessment, including joints. Dlubal RFEM 5 structural analysis and design software has been utilized in the process. Drawings of the structure are enclosed.
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Polička riding hall
Andrlová, Lucie ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of the bachelor thesis is to design and assess the wooden riding hall for horses. The object is located in Polička. The construction has a rectangular shape with dimensions of 21 m x 42 m and arched roof. The design is made of glued laminated wood, solid wood and steel elements. The basic supporting elements are full-thickness girders made of glued laminated wood which statically act as double-jointed arches. Steel transverse stiffeners and purlins that provide stability to the trusses are designed from a solid wood.
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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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Steel construction of the footbridge
Ujházy, Denis ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The content of this diplom is about design and assesment of a steel footbridge for pedestrians and cyclists across the river Ostravice. In an introduction of the work are compared two possible options of footbridge structures.and then the appropriate one is processed in detail. The chosen variant is made of two parabolic arches tilted to each other on which is suspended deck by suspenders. In a static aspect the main loadbearing beams are two-hinged arches. The bridge deck consists of two steel beams and floor beams which are composited with a reinforced concrete slab. The span length is 80 m and archs camber is 9,12m. The main material of the structural elements is steel S355.
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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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Steel construction of the footbridge
Ujházy, Denis ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The content of this diplom is about design and assesment of a steel footbridge for pedestrians and cyclists across the river Ostravice. In an introduction of the work are compared two possible options of footbridge structures.and then the appropriate one is processed in detail. The chosen variant is made of two parabolic arches tilted to each other on which is suspended deck by suspenders. In a static aspect the main loadbearing beams are two-hinged arches. The bridge deck consists of two steel beams and floor beams which are composited with a reinforced concrete slab. The span length is 80 m and archs camber is 9,12m. The main material of the structural elements is steel S355.
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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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