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The structure of mountain hotel in Beskydy
Danelová, Veronika ; Straka,, Bohumil (referee) ; Šmak, Milan (advisor)
The diploma thesis presents design and assessment of a loadbearing timber structure of mountain hotel in the Trojmezi u Hrčavy area. The object is a two-storey building without cellar and with attic rooms. The object has a floor plan of an incomplete octagon with a roofless central courtyard. The structure spans 36 meters at its widest dimension and the maximum height reaches almost 12 meters. The individual segments are covered by mono-pitched roof with 27° slope. The main loadbearing elements are constructed of glued laminated timber and solid timber with steel joints and gypsum fibreboard cladding. The loadbearing structure is designed and assessed in accordance with relevant standards, taking ultimate and serviceability limit state into consideration. The thesis includes an engineering report including bill of quantities, structural design report and drawings of loadbearing structure, anchorage and selected details.
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Sports hall
Štelc, Martin ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
This diploma thesis deals with the design expertise and supporting structures the single-roof sports hall for locality Brno. The ground plan dimensions are 42 x 72 m and ground clearance of about eight meters. Two variants are processed and selected variant is elaborated in detail. The sports hall is designed for most sports played indoors. In a static calculation are designed and assessed the main load-bearing elements such as truss glued laminated timber, wooden purlins, columns, girts and bracing. The work includes drawings.
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The Roofing of the Sport Hall
Štelc, Martin ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
This thesis deals with the drafting and assessment of timber structures, the single-roof sports facility to span 40 meters for the Brno locality. Hall dimensions are 40 x 52.5 m. A height of the hall is 16 m sports hall is designed for most sports played indoors. The supporting part of the roof is designed as an arch structure made of glued laminated wood. The structure is made up of cross-linking - triple joint arches distance of 3.5 m. Arches are connected by purlins. Stability is ensured by placing four fields bracing.
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The Roofing of the Sport Hall
Müller, Radek ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
In my project I dealt with a proposal pool roof in the town of Brno. As the main construction material was used glued laminated wood. For affiliate structure was used steel and solid wood. Construction has a span of approximately 40 meters, length 60 meters and a height about 11.5 meters. For a given type of structure and for aesthetic and ergonomic reasons, decided to design a curved beam of glued laminated timber supported by a pillar of glued laminated timber. End of the cantilever beam is supported by a steel column.
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Theatre House in Přerov
Tichák, Tomáš ; Sýkora, Karel (referee) ; Barnat, Jan (advisor)
The main purpose of this work is a structural design of the building of theatre in Prerov city. The building has irregular shape. The structure is 72 m long, 54 m wide and 14,5 m high. Footprint equals to 2000 m2. Timber part of the building consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. Steel part of the building includes tnasversal joint frames, composite steel and concrete ceilings, truss girders and bracings. This document includes design, internal force enumertion and 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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The sport hall in Luhačovice
Mudrák, Štěpán ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The aim of this bachelor thesis is to design and assess a timber structure roof of a sport hall. The building is located to Luhačovice, Zlín district. Ground plan dimensions are 35 × 55 m, the height is 12 m. The main bearing element is created by a bent plate girder, that function as a double-hinge arc. The structural material includes glued laminated timber, solid timber and connecting steel elements. Spatial stability of structure is ensured by purlins and lateral steel stiffeners. The substructure is designed as strip foundations and anchor block made from concrete. Gable walls are supported by columns and horizontal lintels.
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The Roof Structure of Sport Building
Straka, Pavel ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The aim of the bachelor thesis is to design and assess wooden framework of roofing of multipurpose sport hall. The object is located in Moravské Budějovice. Ground plan dimensions are 40 m x 60 m and height is 10,7 m. The main load-bearing elements are full length beams, which statically acts as a double-jointed arches. The design is made of glued laminated wood, solid wood and connecting steel elements. The stability of beams is secured by purlins and transverse stiffeners. The substructure is designed with anchor blocks made of concrete situated on the foundation strips. The front walls are secured by columns and braces.
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Timber structure of a multipurpose garden house
Hoffmannová, Zdislava ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The subject of this bachelor’s thesis is a design of a timber structure of a multipurpose garden house. The ground floor of the house serves as a garage, the attic serves as a playroom for children. The building is located in Letohrad in Pardubice Region. Structural system is a timber framed structure which has been created as a spatial bar model in CADKON+ 2017 software. The internal forces have been calculated in SCIA Engineer 18.1 software using the linear static analysis. These forces have been used to design structural elements. Final results have been partially verified by hand calculations. Solid timber of C24 quality has been chosen as a proper material.
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Wooden structure of a hall for cultural and social purposes
Dlouhá, Markéta ; Balázs, Ivan (referee) ; Bukovská, Pavla (advisor)
This bachelor’s thesis deals with the design and assessment of a load-bearing wooden structure of a hall for cultural and social purposes, which is located in the town Prostějov. The ground plan dimensions of the construction are 40×25 metres and the height of the construction is 10 metres. The structure is covered with a green saddle roof with 10° inclination. A main load-bearing system is constructed of transverse frames from truss girders and columns made of a glued laminated timber. The axial distance of the frames is 4 metres. The roof construction is completed by purlins. The transmission of loads in longitudinal direction and the spatial rigidity of the structure are secured by the system of bracing. These elements are designed from a solid timber.
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The structure of a sport hall
Bednár, Michal ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of this bachelor thesis is to design and assess the structural design of a timber multipurpose sport hall. The location of the proposed construction is located in Hodonín. The design of dimensions of the structure are 36 m x 55 m and a height of 10.8 m. The main beams are full-walled arch frames made of glued laminated wood. From a static point of view, this is a double-articular frame. The construction consists of a lumber of laminated wood, and steel fasteners. The stability in the longitudinal direction is secured by bonded laminated wood purging, and by steel transverse stiffeners. The bottom construction of the structure is solved by means of concrete feet into which it is anchored. The gages are made of grown wood, made up of columns and chils.
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