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Tenis Hall
Hanáčík, Jan ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
This thesis describes design and assessment of the structure of tennis hall of a rectangular floor plan. The building is located in the city of Brno. The project is developed on two variants. The first option is a steel structure with lattice girders. The second option is a wooden construction with glued lamellar girders. The thesis is processed according to ČSN EN standards.
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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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Static analysis of wooden truss
Cicálková, Eliška ; Zídek, Rostislav (referee) ; Vlk, Zbyněk (advisor)
Bachelor work is processed as static calculation of traditional wooden roof. For analysis of structural model is used program using finite element method (FEM) - Dlubal RFEM 4. According to the actual implementation is modeled brace calculating model. Here separate construction elements are assessed the first and the second limit states - ultimate limit state and serviceability limit state. Nail connection is maked at the close of work. It´s connections of roof tie and rafter.
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Construction technology project of Yacht club in Hlučín
Labudek, Lukáš ; Čech, Václav (referee) ; Venkrbec, Václav (advisor)
The subject of this thesis is a construction technology project object Yacht Club Hlučín. The basis for the elaboration of this work is the diploma thesis from Ing.Radim Kučera - Yacht Club Hlučín. This thesis includes technical report construction technology project, coordinating the situation with the construction of wider relations of routes for transportation of main materials, time and financial plan of the construction according to the technical-economic indicators, drawing building equipment, scheduling, inspection and test plan, technological regulation for the implementation of the gross substructure, itemized budget and the plan for OSH implementation in Yacht club Hlučín.
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The mountain hotel in Jeseníky
Holub, Radim ; Straka, Bohumil (referee) ; Šmak, Milan (advisor)
Design of timber structures of mountain hotel is performed. The building is slab-on-ground, three – storeyed, plan size axially 36×15 m. Total build up area is about 567 m2. It’s constructionally timber skeleton structure of modern construction that consist of supporting members and joists in several meter grid. Wall and floor frames, that provide object stability, consist of components of elementary frame structure. The roof of building is designed as plate girder in modul grid with lengthwise purlin.
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Load bearing structure of a multi storey building
Janči, Michal ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
Diploma thesis deals with the design and assessment of the load bearing structure of a multi-storey building, proposed by the combination of two materials, steel and glued laminated timber. The building has a V-shape, the angle between legs is 120 °. Floor plan dimensions of one arm of the building are approximately 40x20m, building height is 24.3 meters. The building is designed with a flat green roof. The load bearing structure is solved as a heavy frame, lower three floors are made of steel and serves as the business premises, top four floors are residential, and their structure is designed of the glued laminated timber. Bracing of the whole structure is solved by a system of crossed steel rods.
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Roofing of the New Apartment Building in Rajhrad
Houha, Jan ; Lukášková, Jana (referee) ; Mohapl, Martin (advisor)
Content of this bachelor’s thesis is solving of technological stage of roofing of the new apartment building in Rajhrad. Roof is designed as a cold mono-pitched roof consists of metal plate-connected timber truss. Detailed procedure of assembly of the bearing timber structure and the roof sheathing is provided in specifications. Control and test plans, budget and schedule are elaborated for stage of the building roofing. The bachelor’s thesis contains technical report of the building, suggested construction site installations, proposal of suitable machines and mechanisms required for the given stage, further it solves wider relations of transport lines to construction site and occupational safety and health.
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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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Static analysis of wooden structure
Včelný, Michal ; Martinásek, Josef (referee) ; Vlk, Zbyněk (advisor)
The thesis is focused on a static analysis of the timber frame structure. The designed structure has an atypical shape, where each frame has a different shape from previous one. The calculation and assessment is processed by SCIA Engineer program and subsequently verified by a simple hand calculation. The model is constructed according to the real shape of the structure and assessed for the ultimate limit state and serviceability limit state.
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The structure of a family house
Vacatová, Eliška ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The goal of the bachelor thesis is the design of timber load-bearing structure of a family house. The building consists of two floors and loft. The first floor is masonry structure and is not part of this thesis. The second floor is timber frame house with gable roof. The dimensions of the house are 12,5x7,5m and height is approximatelly 11m. The building is located near Luhačovice in Zlín region and local weather conditions are considered for the analysis.
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